ASAP Articles

Articles in press have been peer-reviewed and accepted, which are not yet assigned to volumes/issues, but are citable by Digital Object Identifier (DOI).
Display Method:
Spatial variability of soil salinity profiles in cotton fields under mulched drip irrigation
CHEN Wenling, PENG Shiya, LIU Yanfeng, WANG Jianjun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602018
Abstract:
Objective

Soil salinization is an important factor affecting agricultural production in arid regions. Soil salinity has strong spatial variability. Xinjiang, located in the northwest of China, lies in an arid to semi-arid region where mulched drip irrigation technology is widely adopted to save irrigation water. However, soil salinization in Xinjiang remains severe, and soil salinity exhibits strong spatial variability. Therefore, investigating the spatial variability characteristics of soil salinity under mulched drip irrigation is of great scientific significance for efficient water conservation and salinity control in the arid regions.

Methods

To study the spatial variability of soil salinity in cotton fields under mulched drip irrigation, cotton fields at the experimental fields are located at paotai soil improvement experimental station of the 8th division, xinjiang production and construction corps (abbreviated as "paotai experimental station") and irrigation experimental station of water conservancy research institute, bayingolin administration bureau of tarim river basin, xinjiang (abbreviated as "bazhou experimental station") were selected for study. Soil salinity profiles were monitored in detail, and a combination of traditional statistical and geostatistical methods was used to analyze the spatial variability and distribution characteristics of soil salinity profiles in the study area based on the soil water flow system in cotton fields under mulched drip irrigation.

Results

The results indicated that the coefficient of variation of soil electrical conductivity in the three profiles ranged from 0.54 to 0.67. The variability of topsoil electrical conductivity was largest, and the degree of spatial variability at depths of 10 to 45 cm decreased with increasing depth. Soil electrical conductivity had a strong spatial correlation in the three profiles. Spatial variability was mainly attributable to structural factors, and random factors accounted for 3.53%, 5.03%, and 6.61%, respectively. Soil electrical conductivity characteristics across the profiles exhibited low conductivity in shallow layers, locally high conductivity in intermediate zones, and high conductivity in deep layers. Horizontally, conductivity was lower near drip lines, while values between plastic mulch strips and in wide rows were higher, which correlated with factors such as soil water flow systems and particle composition. Overall, the soil salinity of the cotton field at the Paotai experimental station was higher than that at the Bazhou experimental station. The soil electrical conductivity was higher than 7.7 mS/cm, which had a negative effect on cotton growth.

Conclusion

The findings can provide a scientific basis for implementing efficient water conservation and salinity control measures and precision agriculture in arid regions.

Geological modeling of sandstone fault-fracture reservoirs constrained by outcrop geological knowledge: A case study of Yanchang Formation reservoirs in Jinghe Oilfield, Ordos Basin
MA Yulin, HE Weiling, QIN Xuejie, XIA Dongdong, WU Yue, PENG Linjiale, FENG Wenjie, LIU Hongping
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250420
Abstract:
Objective

Tight-sandstone fault-fracture reservoirs controlled by intra-plate strike-slip faults represent important exploration targets in the southern Ordos Basin. Nevertheless, these reservoirs exhibit highly complex internal architectures. Restricted by sparse well datasets and limited seismic resolution, conventional modeling approaches cannot adequately characterize the fine-scale internal structures of small-scale strike-slip fault-fracture bodies, resulting in insufficient geological constraints for high-precision three-dimensional reservoir modeling. These limitations severely constrain sweet-spot identification and reasonable deployment of development wells for tight oil exploitation.

Methods

Taking the Triassic Yanchang Formation of Jinghe Oilfield in the southern Ordos Basin as the research case, this study constructed a geological-knowledge database for fault-fracture reservoirs based on high-resolution outcrop datasets obtained via unmanned-aerial-vehicle (UAV)-based oblique photogrammetry. A three-level hierarchical modeling workflow was proposed, comprising fault-fracture reservoir outline delineation, internal structural-zone division, and internal reservoir-attribute characterization. The external boundary of fault-fracture reservoirs was jointly constrained by outcrop-derived statistical dimensions and seismic negative-curvature attributes. A fluctuating decreasing function describing fracture-density variation was introduced to characterize fracture attenuation away from faults. Combined with fracture-density thresholds of different structural units, this function enabled quantitative division of internal zones. Constrained by fracture-orientation, height and aperture statistics from outcrop observations and borehole-imaging logs, the discrete fracture network (DFN) technique was adopted to build a 3D fracture model. During the simulation of matrix-reservoir properties, the porosity-enhancement effect induced by fracture development was fully considered.

Results

(1) Field statistics indicated that the width of fault-fracture reservoirs in the study area mainly ranged from 80 m to 160 m, and reservoir width presented a logarithmic correlation with vertical throw of strike-slip faults. (2) Fault-fracture reservoirs were internally divided into three units: crushed zone (5–20 m in width), fracture zone (15–50 m in width), and matrix zone (40–60 m in width). Fracture density showed a fluctuating decline with increasing distance from faults, which differed from conventional monotonic exponential-decay models reported in previous studies. (3) Fracture geometrical parameters of each internal structural unit were consistent with statistical results from outcrop analogues and borehole-imaging logs. The matrix-porosity enhancement coefficient exhibited positive correlation with fracture density. Validation against actual drilling data showed that the established 3D geological model achieved a consistency of up to 75% with well-log interpretation results.

Conclusion

This multi-source-fusion modeling method constrained by outcrop geological knowledge effectively solves the technical bottleneck of high-precision 3D modeling for tight-sandstone fault-fracture reservoirs under sparse-well and low-seismic-resolution conditions. It can provide solid technical support for exploration-development practices in the study area and offers valuable references for research on analogous fault-fracture reservoirs in other cratonic basins.

Numerical Simulation Study on Prediction of Dynamic Water Inflow Process in the Bailongdong Section of the Yinjiang-to-Hanjiang Water Diversion Project
WANG Hongliang, huang shun, wang yingkun, CHEN Qingling, LI Yiyang, HUANG Kun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604020
Abstract:
【Objective】To address the frequent water inrush hazards in Southwest China's karst tunnels and the inability of traditional static methods to characterize complex hydrological behaviors, 【Methods】this study proposes a coupled simulation method integrating a surface rainfall-runoff model (TOPMODEL) with a groundwater conduit-fissure dual-porosity model (MODFLOW-CFP). For the Bailongdong section of the Yinjiangbuhan Project, a 3D numerical model was developed to represent the concentrated point recharge and diffuse areal infiltration of the underground river system. Calibrated against dynamic outlet discharge data, the model predicted the magnitude and transient process of tunnel water inrush. 【Results】Results indicate that the coupled approach accurately captures the "flashy" impulsive response of the karst system to precipitation, achieving a Nash-Sutcliffe Efficiency (NSE) of 0.88. The simulation reveals a profound risk of conduit-type water inrush when the construction adit excavates through the discharge zone, exposing the main karst conduit. Highly sensitive to rainfall with rapid flow concentration and sharp recession, the peak inrush discharge surges to 24.68 m³/s under a 10-year extreme rainstorm, severely threatening construction safety. Consequently, an alignment optimization scheme is proposed, shifting the tunnel route northward to the upstream recharge area. This adjustment effectively bypasses strongly developed karst zones, reduces the catchment area, and significantly mitigates disaster risks. 【Conclusion】Ultimately, by delivering both the peak discharge and the time-variant hydrograph, this coupled model offers a robust scientific basis for construction organization and water hazard mitigation in complex karst environments.
Seasonal identification of phosphorus sources in typical urban lakes based on phosphate oxygen isotope technology
NING Junna, DENG Baisong, LI Mengze, WU Tianming, JIANG Xinrui, ZHANG Wen, DONG Siqi, HAN Zhenhua, FENG Li, DU Yao
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250434
Abstract:
Objective

The source and concentration of phosphorus are key factors determining the occurrence of eutrophication in surface water. However, seasonal quantitative source apportionment of multi-source phosphorus remains a major technical bottleneck for urban compound-polluted lakes. Accurately identifying the seasonal contribution of different phosphorus pollution sources serves as an important basis for realizing differentiated phosphorus pollution control.

Methods

This study focused on Tangxun Lake (a typical urban lake) as the study area. It comprehensively adopted methods including field observation and phosphate oxygen isotope composition analysis, combined with the Bayesian MixSIAR isotope-mixing model for simulation, to quantitatively analyze phosphorus pollution sources in different seasons and their contribution to dissolved inorganic phosphorus (DIP) in lake water.

Results

The MixSIAR model calculation showed that during the wet season, urban stormwater sewage contributed the most to DIP in lake water, accounting for 35.8%, followed by domestic sewage (18.9%) and fish pond water (15.9%). During the dry season, the contribution of urban stormwater sewage to DIP in lake water was 30.7%, while that of domestic sewage was 21.4% and fishpond water was 18.7%. Overall, urban stormwater sewage had the highest contribution to DIP in lake water, but there were significant seasonal differences. These differences were mainly caused by the combined effects of higher summer precipitation and stronger microbial degradation. Several unknown phosphorus sources jointly formed a stable contribution system, ultimately resulting in no significant seasonal variation in the contribution of unknown sources to DIP in lake water.

Conclusion

This study clarifies the seasonal contribution characteristics of phosphorus sources in a typical urban lake with complex pollution, and points out that the identification of unknown phosphorus sources such as internal-source phosphorus and hidden point-source pollution still needs further improvement. It provides a scientific basis and technical reference for the accurate source apportionment and targeted control of phosphorus pollution in similar lakes.

Research on CT image segmentation and identification methods for micro/nanoscale pores and fractures in sandstone
SUN Xinshuang, LI Changdong, MENG Jie, FENG Pengfei, ZHANG Gongji
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250415
Abstract:
Objective

Accurate characterization of micro/nanoscale pores and fractures in tight sandstone is fundamental for revealing the mechanisms of multiphase interactions within rocks, and it provides support for hydrocarbon exploitation, geothermal development, and geohazard assessment. Nevertheless, conventional image segmentation techniques suffer from obvious accuracy limitations when handling intricate pore-fracture structures. Moreover, few studies have systematically evaluated how segmentation algorithms affect subsequent three-dimensional pore reconstruction and seepage simulation results.

Methods

In this study, micro-focus X-ray computed tomography (μCT) was adopted to build a self-established CT dataset containing micro/nanoscale pores and fractures of tight sandstone. Two conventional segmentation approaches—grayscale thresholding and the watershed algorithm—were employed as baseline comparisons. Four convolutional-neural-network-based deep learning models including U-Net, SegNet, DeepLabv3-ResNet50, and DeepLabv3-ResNet101 were implemented for pore-fracture segmentation. A publicly available micrometer-scale sandstone dataset was further utilized to conduct cross-scale transfer validation. Model performance was comprehensively compared and evaluated in terms of two-dimensional segmentation accuracy, three-dimensional pore network model (PNM) reconstruction, and single-phase seepage simulation.

Results

The experimental results showed that deep learning models outperformed traditional segmentation methods in general. Among all tested models, the U-Net achieved optimal comprehensive performance. Compared with the best results obtained using conventional segmentation methods, U-Net increased the intersection over union (IoU) and F1-score by 18.70% and 16.47%, respectively, with an overall accuracy of 99.03%. The corresponding standard deviations of these three indicators were 0.012, 0.010, and 0.004, demonstrating high stability and robustness. U-Net could effectively preserve the boundary integrity and fine-scale continuity of nanoscale pores and fractures. Its three-dimensional reconstructed porosity reached 2.408%, which was close to the original porosity of 2.785%, and the pore-throat parameters of the reconstructed pore network model (PNM) exhibited good consistency with the actual sample. It was noteworthy that data augmentation operations could destroy the inherent topological features of natural fractures and reduce model segmentation accuracy. The DeepLabv3 series models suffered from obvious over-segmentation artifacts, while traditional algorithms tended to produce missed detection of tiny pores or spurious pore connectivity. These defects further induced non-negligible deviations in permeability calculation and pressure-field distribution during seepage simulation.

Conclusion

Compared with traditional segmentation approaches, the pore-network topology derived from U-Net segmentation matches well with real pore-fracture structures. The U-Net model substantially improves the quantitative analysis accuracy of porosity, pore-throat geometry, and permeability properties. This study provides a feasible reference for automatic identification and digital modeling of micro/nanoscale pore-fracture systems within tight sandstone.

Landslide displacement prediction method based on DLNM lag effect analysis: A case study of a certain landslide in the Yangtze River
Yuan Jin, XU Bo, DONG Shun, QI Zhiyong, YANG Longwei, DU Xuhuang, FAN Maolin, LU Chan
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604029
Abstract:
Landslide displacement prediction is crucial for geological hazard early warning and prevention. Landslide deformation is driven by external factors such as rainfall and reservoir water level fluctuations, and its response process exhibits complex lag and nonlinear characteristics, posing significant challenges for accurate prediction. Taking the Outang landslide in the Three Gorges Reservoir Area as a case study, this paper proposes a landslide displacement prediction method based on the Distributed Lag Nonlinear Model (DLNM), aiming to enhance the accuracy and interpretability of displacement predictions by quantifying the lag effects of triggering factors. The study utilizes DLNM to reveal the exposure-lag-response relationships between rainfall/reservoir water level and surface displacement, identifying key lag periods: the maximum lag times for rainfall at the front (FJOT02) and rear (FJOT05) sections of the primary sliding mass are 35 days and 36 days, respectively. For reservoir water level changes, the impact of the drawdown phase can last up to 11 days, while the impoundment phase lasts 14 days. Based on these lag characteristics, a multi-dimensional input dataset is constructed. The Variational Mode Decomposition (VMD) method is applied to adaptively decompose the displacement series into trend and periodic components. These components are then separately predicted using the Triple Exponential Smoothing (ES) method and the Long Short-Term Memory (LSTM) network, ultimately constructing a VMD-ES-LSTM prediction model that integrates the lag mechanism. Empirical analysis using monitoring points FJOT05 and FJOT02 at the Outang landslide demonstrates that the proposed model achieves an R² of 0.9865 and an RMSE of 1.1722 mm on the test set. Its prediction accuracy is significantly superior to that of comparative models that do not consider lag effects. By coupling lag effect analysis with machine learning modeling, this method enables high-precision and interpretable landslide displacement prediction, providing reliable technical support for risk early warning and prevention of reservoir landslide hazards.
A Tunnel-Axis-Guided Structure-Aware ICP Algorithm for Mine Roadway Point Cloud Registration
tang bo, WU Wenhao, LI Zhiguang, XU Yingjie, LI Ling, SUN Jie, he xiaogang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202609008
Abstract:
Realistic 3D modeling is an important foundation for mine roadway safety management, engineering design, operation and maintenance, and digital twin construction. A tunnel-axis-guided structure-aware ICP algorithm (TA-ICP) is proposed for mine roadway point clouds with repetitive cross sections and sparse local features. The method constructs PCA-based candidate initial poses, estimates the roadway principal axis, maps the relation between target normals and the axis into a tunnel-axis-guided cross-sectional structural weight, and combines this weight with a Cauchy robust kernel, normal consistency with source normals updated by the current rotation, curvature reliability, and multi-scale point-to-plane optimization. Experiments include known-pose perturbations, end-to-end comparison on eight same-mine sections, fair comparison under a common PCA initialization, ablation, parameter sensitivity, runtime, and robustness tests under noise, outliers, occlusion, and low overlap. TA-ICP maintains a 100% success rate under 10 to 60 degrees of rotational perturbation. On eight measured sections, its 95%-trimmed surface-consistency RMSE is 7.474 +/- 4.721 mm, comparable to FPFH-FGR followed by ICP, whereas unit-initialized ICP and GICP show severe misregistration under large initial offsets. Under a common PCA initialization, differences among local optimization variants are not significant, indicating that the present end-to-end gain mainly comes from reliable initialization rather than a single local weight. The conclusions are limited to same-mine roadway segments with a clear principal axis and sufficient overlap.
Thermochronologic study on initiation timing of north–south rift systems in Qinghai-Xizang Plateau: A case study of western Lhasa terrane
WANG Yu, NIMA Ciren, LIU Haiyong, ZHANG Xudong
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250377
Abstract:
Objective

The Miocene north–south rift systems within the Qinghai-Xizang Plateau represent a key expression of intracontinental east–west extension following the India–Eurasia collision, and investigating their initiation mechanism and along-strike propagation patterns is critical for deciphering deep lithospheric geodynamic processes. Two competing end-member hypotheses have been proposed for these rifts. One advocates north-to-south rift propagation, whereas the other supports south-to-north unidirectional expansion, and this controversy remains unresolved. This study focuses on the Lunggar Rift and the Dangre Yongcuo–Xuru Co Rift in the western Lhasa terrane. It aims to constrain the timing of tectonic activity along the southern segments of these two major rifts, compare the new results with published thermochronological datasets from their northern segments, discriminate the along-strike propagation behaviour, and further unravel the deep geodynamic driving forces.

Methods

Zircon and apatite fission-track low-temperature thermochronology was applied to Gangdese granite and Miocene clastic sandstone samples collected from the southern segments of the two rifts. Monte Carlo thermal-history inversion was implemented via the HeFTy software package to reconstruct the cooling-exhumation evolutionary paths of rocks and provide chronological constraints on the activation timing of normal faults.

Results

Zircon fission-track dating on granite samples yielded an early-Miocene cooling age of (25.9 ± 2.7) Ma. Apatite fission-track ages were predominantly clustered within 12-10 Ma. Thermal-history modeling identified a prominent rapid-cooling episode during 10-8 Ma, with an estimated cooling rate of ~50 ℃/Ma and a corresponding vertical uplift rate of ~2 km/Ma. When integrated with previously published thermochronological results from northern rift segments, data from this study demonstrated roughly synchronous rift-related exhumation along strike. Detrital apatite fission-track analyses resolved two distinct exhumation age peaks at (13.7 ± 2.0) Ma and (8.0 ± 2.9) Ma, documenting multiphase tectonic exhumation of source terranes. No northward-only or southward-only unidirectional rift propagation was observed.

Conclusion

The initiation of north–south rifts in the Qinghai-Xizang Plateau is predominantly driven by asthenospheric upwelling induced by Indian lithospheric slab tearing, together with vertical buoyancy stresses generated by middle-lower crustal flow. There is no one-to-one spatial correspondence between the surface distribution of rifts and deep slab-tear windows. The development of these rifts marks a critical tectonic transition from mechanical coupling to decoupling between the upper crust and the underthrust Indian lithosphere. Therefore, classical unidirectional rift-propagation models should be reconsidered. This study provides new thermochronological constraints for understanding continental extensional deformation within collisional orogens of the Xizang-Himalayan system.

Susceptibility–sensitivity coupled zoning of geological hazards along the Nanjing Ming City Wall
DING Wei, WANG Cui, GUO Yujun, ZHANG Wei, ZHU Honghu
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608049
Abstract:
Objective: Existing geological hazard susceptibility zoning cannot directly determine conservation priorities for linear cultural heritage. This study proposes a protection management zoning method that couples geological hazard susceptibility with heritage sensitivity. Methods: Taking the Nanjing Ming City Wall as a case study, landslide and rockfall susceptibility was evaluated using slope units and a combined analytic hierarchy process and information value method, based on more than 110 documents and the results of geological mapping, geophysical exploration, and drilling. Heritage sensitivity was determined according to the distance between the hazard body and the wall, potential movement direction, wall structure and preservation condition, engineering disturbance, and drainage conditions. A 3 × 3 matrix was used to define four protection management classes. The susceptibility zoning was checked through stability calculations for 13 representative profiles, and the coupled results were validated by spatially overlaying 10 existing hazard sites. Results: The 6.773 km² assessment area was divided into 3 high, 7 moderate, 11 low, and 11 non-susceptible subzones, accounting for 0.71%, 4.49%, 9.83%, and 84.95% of the total area, respectively. Under rainstorm conditions, the factors of safety for the 13 profiles ranged from 1.003 to 1.892, with 2 profiles classified as less stable and 4 as basically stable. Of the 21 high, moderate, and low susceptibility subzones, 7, 12, and 2 were classified as having high, moderate, and low heritage sensitivity, respectively. After coupling, Classes I–IV comprised 4, 8, 8, and 12 subzones, respectively. Nine of the 10 existing hazard sites were located in Classes I and II. The protection levels of B3, C1, C2, and C4 increased despite their moderate or low susceptibility because these subzones are adjacent to the wall, their slopes face the wall, or they share the same slope with an enclosing wall. Conclusion: The coupled zoning represents both the conditions for hazard occurrence and the pathways through which geological hazards may affect the wall and its foundation. It provides a basis for inspection, drainage maintenance, deformation monitoring, and mitigation planning.
Distribution, sources, and transport characteristics of polycyclic aromatic hydrocarbons from a typical shale gas site in Fuling, Chongqing, China
ZHOU Junpeng, QIN Chaojie, YANG Xiuwen, XIONG Junwu, ZHANG Chao, LIU Wei, QI Shihua, CHEN Wei
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250398
Abstract:
Objective

Polycyclic aromatic hydrocarbons (PAHs) may be produced during the processes of shale gas exploitation, which may threaten both the environment and human health. The largest shale gas exploitation area in China is located in the Fuling karst region of Chongqing, and the produced PAHs may affect the karst groundwater system.

Methods

To explore the transport processes of PAHs in karst groundwater systems within shale gas exploitation areas, a typical exploitation site from the shale gas exploitation area in Fuling was selected as the study area. The concentrations, spatial distribution, and compositional characteristics of PAHs in soils, spring water, surface water, and corresponding sediments were analyzed. Additionally, their potential sources were identified.

Results

The results showed that the total concentrations of 16 priority PAHs (Σ16PAHs) in the water, soils, and sediments ranged from 17.3 to 57.4 ng/L, from 16.1 to 162 ng/g, and from 35.3 to 962 ng/g, respectively. The concentration ranges of Σ16PAHs in spring water from the southern tributary and western tributary of the Baishui River were 20.3-57.4 ng/L and 18.4-34.4 ng/L, respectively. The operation of the shale gas site may have increased the concentrations of PAHs in the spring water of the southern tributary, but the affected range was limited and the site did not have an obvious influence on the water further downstream in the Baishui River. Compositional analysis showed that low-molecular-weight PAHs (LMW-PAHs) accounted for 59%-82% of PAHs in water and 15%-42% of PAHs in sediments and soils. The source analysis results showed that the largest contributors to PAHs in the study area were petrogenic and petroleum combustion sources (37.3%), followed by coal and biomass combustion (31.9%), and traffic emission (30.8%). Multiple linear regression (MLR) analysis revealed that spring water from the southern tributary (p < 0.01) and western tributary (p < 0.01) contributed 41.9% and 29.0%, respectively, of PAHs in the river water of the Baishui River. Soils (p < 0.01) contributed 38.9% of the PAHs in the sediments. These results indicated that PAHs could be transported further to downstream water under the influence of the groundwater system and could also be transported from recharge zone soils to spring sediments through surface or subsurface transport processes.

Conclusion

This study provides a system-scale characterization of PAH occurrence, source signatures, and multi-media transport processes in a karst aquifer system affected by shale gas exploitation. The findings advance understanding of contaminant migration in structurally complex karst aquifers and highlight the critical role of groundwater–surface water interactions in regulating downstream water quality. The results deliver a scientific basis for groundwater pollution prevention, risk management, and sustainable resource protection in shale gas-producing karst regions.

Indicators and multi-factor interaction analysis of flocculation efficiency for ultra-fine tailings with flocculant addition
SHENG Mingqiang, GUAN Ziyi, JIANG Chuanzhi, RAO Jialang, ZHU Qixin, LIU Jing
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250421
Abstract:
Objective

This study aims to enhance flocculation-sedimentation performance by optimizing parameters such as slurry mass concentration, specific flocculant consumption, and agitation rate, thereby solving problems such as slow sedimentation speed and low dewatering efficiency during the filling of geotextile tubes with ultra-fine tailings. The ultimate goal is to improve the mechanical strength and storage stability of dewatered tailings.

Methods

Cylinder sedimentation tests were conducted, with "flocculation efficiency" introduced as the core evaluation indicator. Single-factor analysis was employed to investigate the effects of slurry mass concentration, specific flocculant consumption, and agitation rate on flocculation performance. A three-factor, three-level Box-Behnken design (BBD) was utilized for response surface methodology (RSM) experiments. Design-Expert software was applied to establish a quantitative model between flocculation efficiency and various factors to analyze multi-factor interactions and their underlying mechanisms.

Results

Single-factor tests indicated that higher flocculation efficiency was achieved within the following ranges: slurry mass concentration of 4%-8%, specific flocculant consumption of 0.5-1.5 mL, and agitation rate of 300-500 r/min. Analysis of variance of the response surface optimization model showed that the significance of factors affecting flocculation efficiency followed the order: square of agitation rate > square of slurry mass concentration > specific flocculant consumption > interaction between slurry mass concentration and specific flocculant consumption > slurry mass concentration > square of specific flocculant consumption > agitation rate > interaction between specific flocculant consumption and agitation rate > interaction between slurry mass concentration and agitation rate. The optimal parameter combination was identified as slurry mass concentration of 5.45%, specific flocculant consumption of 0.5 mL, and agitation rate of 415 r/min, yielding a predicted flocculation efficiency of 8.086 %/(mg·kg−1). The error between measured and predicted values was less than 5%.

Conclusion

The established flocculation efficiency model can effectively predict the flocculation-sedimentation performance of ultra-fine tailings. The response surface methodology can reveal the mechanisms of multi-factor interactions, and the optimized parameter combination significantly enhances flocculation efficiency. This study provides a theoretical foundation and technical support for the dewatering process of geotextile tubes.

Miocene paleoclimate, paleoenvironmental characteristics, and lake basin ecological environment evolution in Qaidam Basin
XU Hongbin, YI Fan, YI Haisheng, TANG Wenqiang, SHI Yuxiang, CHEN Yun, TIAN Kangzhi
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250389
Abstract:
Objective

The Qaidam Basin is the largest Cenozoic continental intermountain basin on the northeastern Qinghai-Xizang Plateau. The continuous and complete lacustrine sedimentary sequence recorded in the Miocene provides a good carrier for the accurate reconstruction of the paleoenvironment and the ecological evolution process of the lake basin. This study aims to reveal the controlling mechanism of the climate–tectonic coupling process on the evolution of the lake basin ecosystem in the Qaidam Basin during the Miocene, and to clarify the synergistic evolution relationship between climate change and the evolution of the lake basin and watershed ecological environment.

Methods

In this study, the Well JS-2 in the Yiliping Sag of the Qaidam Basin was taken as the research object. By comprehensively applying technical methods including elemental logging, rock pyrolysis, and saturated hydrocarbon chromatography analysis, the evolutionary characteristics of the lake basin ecological environment during the Miocene sedimentary period were systematically analyzed from the perspectives of organic matter types, paleoclimate, and sedimentary environment.

Results

The results indicated that during the sedimentary period from the lower member of the Lower Youshashan Formation to the Upper Youshashan Formation, the climate of the basin exhibited obvious fluctuations between arid and humid conditions. Meanwhile, the lacustrine sedimentary environment gradually became hypoxic, with multiple synchronous fluctuations occurring in salinity and water depth, and the organic matter was dominated by aquatic plants and terrestrial higher plants. In contrast, during the sedimentary period of the Shizigou Formation, the basin climate was persistently arid, the lake basin shrank significantly, and the lake water column developed salinity stratification. The sedimentary environment was characterized by a strongly reducing state, the input of terrestrial organic matter increased remarkably, and herbaceous plants further became the dominant vegetation type.

Conclusion

During the Miocene, tectonic evolution and climatic fluctuations were the key drivers of changes in the lake basin ecological environment and vegetation communities in the Qaidam Basin. The aridity during the deposition of the lower member of the Lower Youshashan Formation results from global cooling and the initial uplift of the East Kunlun Mountains, which blocks moisture transport into the basin. During the deposition of the upper member of the Lower Youshashan Formation, global warming and the periodic melting of ice sheets enhance moisture transport by monsoons into the basin, resulting in a warm and humid climate during this period. From the deposition of the Upper Youshashan Formation to the Shizigou Formation, the basin climate shifts to cold and dry conditions, with pronounced aridification across the basin. This change was primarily driven by global cooling (marked by the establishment of a permanent Antarctic ice sheet) coupled with the accelerated uplift of the Qinghai-Xizang Plateau and its surrounding ranges, which effectively obstructs moisture transport into the Qaidam Basin. Based on geological fundamentals, climate fluctuations drive the transformation of the lake aquatic environment, regulate the basin's productivity and ecological space, and ultimately control the succession of vegetation communities.

Interaction mechanisms between hydraulic and natural fractures and fracture-network propagation patterns in black shale: A case study of normal-pressure shale gas in southeastern Chongqing
ZHANG Bao, ZHENG Aiwei, LIU Li, LIU Chao, LI Min, LI Kai, PENG Guohong, LIANG Wanle
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606058
Abstract:
The interaction between natural fractures (NF) and hydraulic fractures (HF) governs the stimulated reservoir volume and the complexity of the fracture network in black shale. This study aims to reveal the HF-NF interaction mechanism and establish a fracture-network propagation pattern for the normal-pressure shale gas of the Longmaxi Formation in the basin-margin transition zone of southeastern Chongqing, which is characterized by intense structural deformation, large horizontal stress difference, well-developed high-angle fractures and low pressure coefficient. Based on a review of HF-NF interaction research, multi-scale NF characterization was carried out by integrating core, image-logging and seismic data, combined with numerical simulation of artificial fracture-network propagation, to analyze the coupled control of approach angle, horizontal stress difference, fracture net pressure, interface strength and NF scale on the interaction mode. (1) HF-NF interactions can be classified into crossing, arrest (capture) and activation (dilation/shear), discriminated mainly by the combination of approach angle and stress difference and modulated by interface strength and net pressure; (2) small-scale NFs (3-5 m) weakly constrain the network and HF mostly crosses them, producing a nearly linear network insensitive to angle and spacing; (3) large-scale NFs (12-18 m) are readily captured or activated, inducing branches and complex networks at moderate angles and near-well positions, with the affected area increasing with angle and decreasing with spacing; (4) the NF-scale-angle-spacing coupling controls the evolution from linear to complex networks. A pattern diagram reflecting “interaction mode-scale/angle/spacing coupling-network geometry” is established, providing a geological-engineering basis for optimizing intensive-cutting, high-proppant volumetric fracturing of normal-pressure shale gas.
Microbial gas generation potential and metabolic mechanism of in situ microorganisms in Jimsar area of southern Junggar Basin
XU Fan, WANG Gang, LI Yueguo, YANG Shuguang, YAN Detian, WANG Yibing, SU Xianbo, LAI Peng, WANG Bo, FU Haijiao
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250382
Abstract:
Objective

The Jimsar area in the southern margin of the Junggar Basin is rich in low- to medium-rank coalbed methane (CBM) resources, showing distinct characteristics of microbial gas. To date, it remains unclear whether there is an active supply of microbial gas in the Jimsar area, which restricts the evaluation of CBM resource potential and the subsequent exploration deployment in this area.

Methods

In this study, the water samples of CBM development wells and the coal samples of adjacent CBM parameter wells in the Jimsar area were taken as the main research objects, and the actual coal reservoir medium environment was taken as the constraint condition. An anaerobic fermentation gas production simulation device under near in situ conditions was constructed. Based on the comparative analysis of gas production characteristics, changes in pore volume and pore size of coal samples, microbial community structure evolution, and microbial gene function characteristics at different stages, the gas production potential and metabolic mechanism of in situ microorganisms in the Jimsar area were investigated.

Results

The results showed that the in situ microorganisms in the Jimsar area had the potential to produce microbial gas under the current conditions, and the cumulative gas production of CH4 in the experiment was 9.49 × 10−2 mL/g. Metagenomic sequencing revealed that there were many types and high abundances of hydrolytic bacteria in the in situ microorganisms of the Jimsar area. The typical acidogenic fermentation bacteria and hydrogen-producing acetogenic bacteria were relatively scarce, and the methanogenic archaea were mainly Methanosarcina. Although there were relatively few acidogenic fermentation bacteria and hydrogen-producing acetogenic bacteria, most of the hydrolytic bacteria could directly degrade the macromolecules in coal into short-chain fatty acids, acetic acid, hydrogen and carbon dioxide, which could provide sufficient substrates for methanogenic archaea.

Conclusion

In the early stage of anaerobic fermentation, Aliarcobacter rapidly proliferates and inhibits hydrolytic bacteria such as Pseudomonas. The abundance of gene functions such as carbohydrate metabolism decreases, and the hydrolysis process is limited, which cannot provide sufficient substrates for methanogens. The abundance of the methanogen Methanosarcina decreases, and the amount of methane produced in the stage decreases. Subsequently, the reduction in Aliarcobacter abundance is followed by the reactivation of hydrolytic bacteria and an enhancement in the functional potential for carbohydrate metabolism and xenobiotics biodegradation. This leads to the enrichment of substrates available for methanogens, which results in an increased abundance of Methanosarcina and a concurrent rise in methane production. The findings can provide a theoretical basis for the evaluation of low- to medium-rank CBM resources, the formulation of exploration plans, and the smooth implementation of coalbed gas bioengineering.

Mesozoic Volcanic Rock Series in Bonan Area of Bohai Bay Basin Structure-stratum Cycle and Reservoir Development Characteristics
HU Zhiwei, TONG Dianjun, SU Wen, LIAO Yuantao, ZHAO Zhao, HE Jie, YUE Junpei
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608008
Abstract:
[Objective] The Bonan area is located in the southern part of the Bohai Sea, which is penetrated by the Tanlu fault from south to north, and is accompanied by a series of NNE strike-slip faults and E-W and NWW normal faults.[Methods] In this paper, using high-resolution 3D seismic data, combined with drilling, logging and core thin section data, the Mesozoic stratigraphic units, key interfaces and fault systems in the study area are identified and tracked in detail, and the volcanic lithofacies and reservoir characteristics are summarized and analyzed.[Results] It is found that there are two groups of Mesozoic faults in Bonan area, which are NWW-trending Indosinian thrust faults and NNE-trending Yanshanian strike-slip faults. Both of them are reversed and transformed into normal faults under the extension of early Cretaceous. The formation of tensile faults causes deep magmatic materials to erupt upward along the faults to form a large number of volcanic strata on the surface. According to the lithologic difference and seismic reflection characteristics, the volcanic activity in Bonan area can be divided into three sub-cycles. Cycle 1 mainly generates overflow facies basic basalt; the second cycle mainly generates neutral andesite and trachyte; cycle 3 mainly generates intermediate-acid andesite and tuff. [Conclusion] The distribution of volcanic rock strata is related to the fault system. On the whole, Bonan No.1 and Dongzhi No.2 Mesozoic faults are used as the boundary, forming a huge Mesozoic volcanic basin. The volcanic facies in Bonan area are mainly divided into five types: volcanic channel facies, explosive facies, overflow facies, effusive facies and volcanic sedimentary facies. The reservoir space in volcanic rocks is rich, mainly including primary pores, secondary pores and fractures. Based on the differences in physical properties, volcanic reservoirs can be divided into three categories, namely, high porosity-high permeability reservoirs, medium porosity-medium permeability reservoirs and low porosity-low permeability reservoirs. The development of volcanic reservoir is mainly controlled by lithology and lithofacies, weathering, structure, fluid dissolution and other factors. According to the difference of main controlling factors, volcanic reservoirs can be divided into fracture-secondary pore reservoirs controlled by weathering and secondary pore-fracture reservoirs controlled by weathering-structure.
Sedimentary Evolution and Sand Transport Mechanisms of the Paleogene Kongdian Formation in the Cangdong Sag, Bohai Bay Basin
chen changwei, DONG Xiaowei, ZHANG Feipeng, LIU Entao, chen xiaoxin, LEI Chao, li gupan, chen jiaxu
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607036
Abstract:
【Objective】In recent years, significant breakthroughs have been achieved in the exploration of shale oil and gas as well as conventional oil and gas within the Paleogene Kongdian Formation of the Cangdong Sag, Bohai Bay Basin, demonstrating promising exploration prospects. However, due to the limited number of deep drilling and the relatively low level of exploration, there is currently no unified understanding regarding the sedimentary evolution and sand transport mechanisms of the Kongdian Formation in this region.【Methods】Based on the analysis of the prototype basin in the Cangdong Sag, this study adopts a research approach combining "point-line-surface" and systematically investigates sequence stratigraphy, sedimentary evolution, and sand transport mechanisms by integrating core, well logging and seismic data.【Results】The results indicate that the Kongdian Formation can be subdivided into three third-order sequences: the Member 3, Member 2, and Member 1 of the Kongdian Formation. Multiple types of sedimentary systems were developed, including alluvial fans, alluvial plains, fan deltas, braided river deltas, offshore subaqueous fans, and lakes, exhibiting an overall "lacustrine transgression-lacustrine regression" sedimentary cycle. During the deposition of Member 3, the lake basin was limited in scope, primarily featuring alluvial fans and alluvial plains. During the deposition of Member 2, the lake basin expanded to form a unified lake basin with a semi-deep lake environment, developing a delta-offshore subaqueous fan sedimentary system. During the deposition of Member 1, the lake basin shrank, provenance supply increased, and alluvial fans and delta systems predominated.【Conclusions】During the sedimentary period of the Kongdian Formation, the Cangdong Sag exhibited a tectonic geomorphological pattern of "two sags sandwiching one uplift." Belt-like sedimentary fans developed in the footwalls of the western Cangdong Fault and the eastern Xuxi Fault. The segmented activity of faults and their associated multiple transfer zones controlled the development of large-scale sedimentary fans, forming a model of "transfer zones controlling gullies and nose uplifts controlling sand transport." In summary, the delta fans in the footwall of the sag-controlling faults and the shale strata in the deep depression area of Member 2 possess immense hydrocarbon resource potential, serving as key directions for future exploration.
Spatio-temporal Evolution Law and Control Method of Excavation Fracture of Hydropower Underground Tunnel
LIU Qiming, wu dong
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202601038
Abstract:
[Objective] In the excavation process of layered rock tunnel under high stress environment, the spatiotemporal evolution law of surrounding rock fracture zone and its stability control constitutes a key scientific challenge in deep engineering. [Methods] The dynamic development process of surrounding rock fracture zone after excavation of Danba layered rock diversion tunnel under high ground stress and its temporal and spatial evolution law affected by stress environment are systematically studied by means of theoretical analysis and numerical simulation. [Results] Firstly, based on the relationship between the bedding occurrence of layered rock mass and the tunnel axis with three-dimensional ground stress, the mechanical mechanism of asymmetric fracture of oblique layered tunnel with large dip angle is analyzed. The expansion range, morphological evolution and stress redistribution law of the surrounding rock damage and fracture zone during tunnel excavation are systematically simulated, and the non-uniform expansion of the fracture zone in space and the staged evolution characteristics in time with the excavation process are revealed, by establishing a three-dimensional numerical model. [Conclusion] On this basis, a control method with stress optimization as the core is proposed, including the optimization of excavation method and the adjustment of support scheme, meanwhile its effectiveness and applicability are verified by numerical simulation. Finally, the excavation and support scheme is designed as three-bench excavation. The heights of the upper, middle and lower steps are 3 m, 5 m and 7 m respectively. The support scheme is to use 8 m long bolt, the spacing between rows is 1.5 × 1.5 m, and the plum-shaped arrangement is close to the working face as much as possible. The research results provide theoretical basis and method support for stability control and safe construction of high stress layered rock tunnel engineering.
ZHAO Zhiwei, , YAN Ziyan, GONG Xing, LI Li
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605059
Abstract:
Freshwater lens is the sole natural freshwater resource on artificial islands, and surface nitrogen infiltration is one of the primary pollutants affecting the lens. The retention process of nitrogen by coral sand directly relates to the safety and stability of the island’s groundwater environment; however, the mechanism of nitrogen fixation by coral sand in the saline groundwater environment of such islands requires further investigation. Based on a survey of the groundwater environment on an artificial island in the South China Sea, this study collected coral sand from the island and conducted static adsorption experiments under both freshwater and saline water conditions. The kinetic and thermodynamic mechanisms of ammonium nitrogen (-N) and nitrate nitrogen (-N) adsorption by coral sand were systematically analyzed, and machine learning techniques were employed to predict the inorganic nitrogen adsorption capacity in different aqueous environments. The results indicate that the adsorption processes of -N and -N by coral sand in both freshwater and saline water conform to the pseudo-first-order kinetic equation and the Langmuir adsorption model. The adsorption of -N is a non-spontaneous, exothermic, and entropy-decreasing process, whereas that of -N is non-spontaneous, endothermic, and entropy-increasing. At an initial nitrogen concentration of 100 mg/L, the adsorption capacity of coral sand for -N decreased from 0.242 mg/g in freshwater to 0.120 mg/g in saline water, and for -N from 0.140 mg/g in freshwater to 0.057 mg/g in saline water, representing reductions of over 50%. This is attributed to the competitive effects of Na⁺ and Cl⁻ ions in saline water, which inhibit nitrogen adsorption. No new phases were formed after nitrogen adsorption by coral sand. The adsorption of -N depends on physical electrostatic adsorption and cation exchange, while the adsorption of -N involves physical adsorption and the replacement of hydroxyl and acyl functional groups. The adsorption capacity for both nitrogen species increases with reaction time and decreases with increasing sand particle size and water salinity. An increase in pH inhibits -N adsorption but promotes -N adsorption, whereas temperature has the opposite effect. The Bayesian-optimized random forest (RF) model effectively predicts the inorganic nitrogen adsorption capacity of coral sand, achieving an R² of 0.97, with initial nitrogen concentration and aqueous salinity identified as key input factors. The findings of this study will provide theoretical support for assessing the nitrogen fixation capacity of coral sand on artificial islands and for the development and protection of freshwater lenses in China.
Study on the Disaster-Causing Mechanism of Large-Scale Soil Landslides in Reservoir Areas Under the Combined Action of Rainfall and Reservoir Water
jiang bo, BAO Xuanqi, ZHOU Jun, YANG Fuxue, XIAO Xianxuan, WEN Zihao, shao weixi
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607013
Abstract:
The coupling effect of multi-stage impoundment cycles and extreme rainfall in large reservoirs often induces complex deformation evolution and sudden instability of reservoir bank landslides. The associated dynamic response mechanisms and instability mode transitions have become core scientific issues in the prevention and control of geological disasters in reservoir areas. Taking the Shenjiagou landslide in the Baihetan reservoir area as the study object, this paper, based on detailed field geological surveys and long-term InSAR deformation monitoring data, designed and conducted large-scale physical model tests encompassing four typical working conditions. The evolutionary characteristics of pore water pressure, earth pressure, and macroscopic deformation within the landslide under the coupled influence of periodic reservoir water level fluctuations and extreme rainfall were systematically monitored. The results show that: ①Under the combined action of reservoir water and rainfall, the Shenjiagou landslide exhibits a stepwise retrogressive progressive failure mode characterized by front-edge traction, middle-section propagation, and rear-edge coalescence. ②The influences of reservoir water and rainfall on the internal stress field of the landslide are significantly different: reservoir water level fluctuations primarily control pore water pressure changes at the front edge and induce local deformation there, whereas rainfall infiltration triggers overall deformation and failure by altering the seepage field characteristics within the landslide mass. ③The superposition of extreme rainfall significantly changes the critical instability mode of the landslide: under normal reservoir water action, the deformation is dominated by buoyancy forces and failure mainly occurs during the water level rising stage; however, after superimposing extreme rainfall, the combined effect of a sudden increase in pore water pressure and hydrodynamic seepage force greatly reduces the overall stability of the slope, causing the dominant deformation and failure stage to shift from the rising stage to the falling stage of water level. ④Through synergistic analysis of multi-physical monitoring sequences under instability conditions (Condition I and Condition IV), precursory information of landslide failure was extracted. The rate of earth pressure change exhibits a sudden, sharply increasing negative mutation near failure, indicating a significant enhancement of slope unloading. Based on the coupled criterion of displacement rate and dynamic earth pressure changes, the landslide can be accurately determined to have entered the critical accelerated creep stage. This study reveals the deformation characteristics and progressive failure mechanism of landslides subjected to multi-stage hydrodynamic action, and achieves effective extraction of instability precursory information, providing a theoretical basis and technical support for precise early warning and disaster prevention and mitigation of large-scale soil landslides in giant hydropower station reservoir areas.
Coexistence and Enrichment Models of Coal-Measure Gas in Complex Faulted Basins: A Case Study of the Carboniferous–Permian in the Dagang Exploration Area, Huanghua Depression
LI Hongjun, CHEN , DONG Xiaowei, QIN Chenyang, WANG Xiaoming, ZHANG Feipeng, zhou jiahao, GAN Huajun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608010
Abstract:
[Objective] This study aims to clarify the superimposed gas-bearing systems and coexistence-enrichment models of coal-measure gas in complex faulted basins. [Methods] Taking the Carboniferous–Permian Taiyuan and Shanxi formations in the Dagang exploration area of the Huanghua Depression as the research object, we comprehensively analyzed source–reservoir assemblages, key barrier layers, and gas-bearing system architectures based on geochemical characteristics of source rocks, reservoir properties, gas-bearing potential, carbon isotope signatures of natural gas, and mercury injection capillary pressure tests. [Results] The results show that coal, mudstone/shale, and tight sandstone in the study area form three types of configurations: source–reservoir integration, source–reservoir juxtaposition, and composite arrangements. Coal-measure reservoirs are underpressured at shallow depths, while both normal pressure and overpressure coexist at depth; gas-bearing potential fluctuates but generally increases with burial depth. Significant geochemical differences in gas composition are observed between the Taiyuan and Shanxi formations. Mudstone and tight siltstone effectively limit vertical fluid exchange, resulting in three types of superimposed gas-bearing systems: mixed superimposed, independent superimposed, and unified superimposed systems. Furthermore, three coexistence-enrichment models are developed: coalbed methane–tight sandstone gas, coalbed methane–shale gas–tight sandstone gas, and coalbed methane–shale gas. [Conclusion] The coexistence and enrichment of coal-measure gas are jointly controlled by lithological associations, source–reservoir proximity, reservoir connectivity, and barrier conditions. This work provides a theoretical basis for identifying favorable intervals of coal-measure gas in complex faulted basins.
Apatite U-Pb Dating and Geochemistry Reveal Pan-African Thermal Overprint in the Vestfold Hills, East Antarctica
chen shaocong, zhang bin, CUI Yingchun, FAN Runlong, LIU Zhaohui, ZONG Shi, WANG Weixuan, ZHANG Hao, pan ronghao
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608023
Abstract:
【Objective】The Vestfold Hills represent an Archean cratonic nucleus situated on the eastern coast of Prydz Bay, East Antarctica. Due to its distinct lithological assemblage and metamorphic evolution compared to adjacent regions, it has been considered an "exotic" terrane relative to East Antarctica. Although Pan-African orogenesis has been extensively documented throughout most of the Prydz Belt, its extent and intensity in the Vestfold Hills to the east remain poorly constrained. 【Methods】In this study, apatite grains from a noritic intrusion in the northern Vestfold Hills were systematically investigated through detailed petrographic observation, combined with LA-ICP-MS U-Pb dating and in-situ trace element analysis, electron probe microanalysis of major elements, and SHRIMP oxygen isotope analysis. These results were further compared with zircon U-Pb-O isotopic data and whole-rock alteration indices from the same norite. 【Results】The apatite U-Pb analyses yield a lower intercept age of 538 ± 29 Ma on the Tera-Wasserburg diagram, significantly younger than our previously determined zircon U-Pb age (2479 ± 3.7 Ma). The apatite grains exhibit relatively homogeneous major and trace element compositions, enriched in F, Fe, Mn, Sr, and rare earth elements (REE), with middle REE-enriched “cap-shaped” chondrite-normalized REE patterns and moderate negative Eu anomalies, and their δ18O values range from 5.87 to 7.04‰, consistent with those of coeval zircon (4.7-7.0‰), which indicate a magmatic origin as fluorapatite. 【Conclusion】These features demonstrate that the apatite U-Pb age records resetting during the Pan-African thermal event, whereas its major-trace element and O isotopic compositions preserve primary magmatic signatures, implying that the Vestfold Hills likely occupied a marginal position relative to the Prydz Belt, where Pan-African modification was dominated by distal thermal influence, with temperatures between the closure temperatures of the apatite and zircon U-Pb systems. This thermal input was sufficient to reset the apatite U-Pb system but failed to modify elemental and O isotopic compositions or to promote the growth of new metamorphic minerals. This study reveals that under anhydrous conditions, the apatite U-Pb system can be thermally reset while elemental and O isotopic systems remain inert; however, when fluids are involved, all systems may be simultaneously modified. Consequently, caution should be exercised when applying apatite U-Pb dating for geochronological constraints and provenance tracing, with due attention to the differential responses of various isotopic and geochemical systems to subsequent thermal events.
Lithofacies, reservoir characteristicsand controlling factorsof the Middle Permian Gufeng Formation shale, an example from the Huaguoping area, western Hubei
, CHEN Wei, ZHANG Yanlin, DUAN Ke, WEN Jianhang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608034
Abstract:
The study of shale lithofacies and reservoir quality is important to geological evaluation and dessert selection of shale gas. In order to clarify the main controlling factors of shale lithofacies pore structure development in the Middle Permian Gufeng Formation in the Huaguoping area of western Hubei, an integrated analysis of thin section, total organic carbon (TOC) content, X-ray diffraction (XRD) analysis, major and trace elements, scanning electron microscopy, low-pressure N2 adsorption were used. The results indicate that the Gufeng Formation mainly develops three lithofacies types, namely as carbon-rich and high silicon, medium carbon and medium silicon, and medium carbon and high silicon. The types of reservoir space are mainly organic matter pores, intergranular pores, intragranular dissolved pores and micro-fractures. The pore size distribution is mainly micropores and mesopores. Carbon-rich and high-silicon pores are the most developed, followed by medium-carbon and medium-silicon, and medium-carbon and high-silicon are the worst. The formation of Gufeng Formation shale is mainly controlled by paleoproductivity, paleoredox conditions and upwelling current. The high paleoproductivity, anoxic-anoxic environment and the prevalence of upwelling current in the early-middle sedimentary period are the main reasons for the formation of carbon-rich and high-silicon shale. The pore development of Gufeng Formation shale is mainly controlled by TOC content and quartz and carbonate mineral content. The clay content has little effect on pore development. The increase of TOC and quartz content is beneficial to the development of micropores and mesopores in shale, while the increase of carbonate mineral content will inhibit the development of micropores and mesopores and promote the development of macropores. The carbon-rich and high-silicon type is mainly distributed in the middle and lower part of the Gufeng Formation, with high gas content, high pore volume and specific surface area, and high brittle mineral content, which is a favorable layer for shale gas exploration.
Heavy metals pollution and edible analysis of fish in the sub-alpine Dajiuhu Peatland, central China
FANG Shaofan, GUAN Shuo, CHU Lujian, ZHENG Min, GU Yansheng, YANG Xiaojing
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606001
Abstract:
【Objective】The Dajiuhu subalpine peatland in central China acts as a crucial sink for heavy metals through cold-condensation and immobilization. This study conducted an integrated multi-media assessment (topsoil, atmospheric deposition, pond sediments, and fish) to quantify contamination, infer sources, and evaluate food-safety risks. 【Results】Topsoil concentrations followed the order: Zn > Cr > Pb > Ni > Cu > As > Cd > Hg, with Zn, Cd, Pb, and Ni exceeding Hubei background values. Moss analysis confirmed significant atmosphere-driven inputs for Cd and Zn. Risk indices (Igeo and RI) indicated generally low-to-moderate contamination in topsoil, whereas pond sediments exhibited Cd-dominated high ecological risk. Multivariate statistics (PCC/PCA) resolved three primary sources: diffuse combustion/open-burning (As–Pb–Cr), construction-related activities (Cd–Cu), and a mixed dust/agricultural/traffic influence (Zn). In fish, essential metals (Zn, Cu) were higher than non-essential metals; Hg showed the highest BCF, whereas As was the most frequent metal exceeding guideline values in muscle, though PTWI-based intake risks remained low. Overall, Cd should be prioritized for sediment ecological risk management, while Hg and As warrant continued biomonitoring and speciation-focused risk evaluation to safeguard this protected wetland.
Multiscale Characterization, Prediction, and Discrete Fracture Network (DFN) Modeling of Natural Fractures in the Tight Sandstone Reservoir of Sub-member 1, Chang 8 Member, Ning 218 Well Block, Zhengning Oilfield, Southern Ordos Basin
RUI YAO, Tao FAN, XiaoChao GUO, YuFeng ZHOU, Ling WANG, WenXin LU, Tian GAO, JunWei HU
, Available online  , doi: 10.19509j.cnki.dzkq.tb202601008
Abstract:
This study focuses on the Chang 8 tight sandstone reservoir in the Ning 218 well block of the Zhengning Oilfield, southern Ordos Basin. By integrating core, thin-section, logging, and seismic data, and based on the fine identification of multi-scale fractures, the fracture development characteristics were systematically characterized. A multi-scale fracture modeling approach was developed, and ultimately a three-dimensional Discrete Fracture Network (DFN) model for multi-scale fractures in the Chang 8 reservoir of the Ning 218 well block was established. Firstly, the distribution of large-scale natural fractures was identified using the VarAntAntPas post-stack seismic attribute volume. Statistical analysis determined the seismic fracture recognition resolution in the study area to be 300 m. For fractures longer than 300 m (large-scale fractures), a deterministic modeling method was applied to construct their DFN model. For fractures with lengths less than 300 m, a three-dimensional fracture intensity model was built by integrating log-derived fracture intensity interpretations with multiple fracture-related seismic attributes, employing an artificial neural network combined with cokriging simulation. Subsequently, using the fracture intensity model as a constraint and selecting appropriate fracture statistical parameters, a stochastic modeling method was adopted to establish the small-scale fracture DFN model. Finally, the two-scale fracture models were merged to form a complete multi-scale DFN model. The established multi-scale fracture model is consistent with existing geological understanding and can provide a reliable geological basis for increasing reserves and production of tight oil and gas in the Ning 218 well block.
Research on 3D Modeling Method of Fracture Density Based on Well Logging Constraints and Multi-attribute Fusion of Seismic Data
LI Zhongfeng, zhu guojing, liu yonghua, ZHANG Ligang, MA Yuanyuan, XIA Tian
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605066
Abstract:
Three-dimensional spatial characterization of fracture systems at high resolution constitutes a critical technical challenge in oil and gas exploration and development, with direct implications for drilling operational safety. Taking Block X in the Pearl River Mouth Basin as the research object, this paper integrates imaging logging fracture interpretation and seismic multi-attribute analysis technologies, proposes a seismic attribute optimization and fusion method based on Partial Least Squares Regression (PLSR), and establishes a high-precision three-dimensional fracture density model. First, FMI imaging logging data are used to identify fracture occurrence characteristics, and five seismic attributes are extracted, including variance cube, ant body, chaos cube, curvature cube and fault distance cube. The PLSR algorithm is then adopted to solve the multicollinearity problem among attributes, establish a well-seismic mapping relationship, and quantitatively evaluate the contribution weight of each attribute to fracture development using the Variable Importance in Projection (VIP) index. The results show that the curvature attribute plays a dominant role in fracture prediction (VIP>1), with the coefficient of determination (R2) of the model reaching 0.925. A 3D fracture density volume is constructed by fusing multiple attributes based on weight coefficients, which clearly characterizes the spatial distribution pattern and heterogeneity of the fracture system in the study area. The research results provide an effective approach for the 3D spatial characterization of fractured reservoirs and engineering risk prediction.
Sequence-Lithofacies Paleogeography of the Jialingjiang Formation in the Ziyang-Shizhu Area, Sichuan Basin, and Its Petroleum Geological Significance
DAI Mengqi, WANG Wei, LIU Yini, ZHANG Xihua, , HU Mingyi, LING Yan, GUO MinMin
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606013
Abstract:
[Objective]This study focuses on the Lower Triassic Jialingjiang Formation in the Ziyang-Shizhu area, central Sichuan Basin. This formation is an important gas-producing interval in the study area, where gas fields such as Moxi and Wolonghe have been discovered. However, due to the lack of a unified internal sequence stratigraphic framework and unclear understanding of sedimentary facies distribution and evolution, the distribution patterns of grain banks and the key controlling factors of high-quality reservoirs remain ambiguous, which restricts the prediction of favorable zones and exploration deployment in the region.[Method]Integrating core, well log, drilling, physical property analysis, and seismic data, combined with INPEFA analysis, a systematic sequence stratigraphic study of the Jialingjiang Formation was carried out. The paleogeomorphology of the Jialingjiang Formation was reconstructed, the lithofacies paleogeography of the study area was clarified, and the controlling factors of grain banks and favorable reservoirs were determined.[Result]The results show that the Jialingjiang Formation can be divided into two third-order sequences (SQ1, SQ2) and five fourth-order sequences (SSQ1–SSQ5). Three main subfacies are developed: open platform, restricted platform, and evaporative platform. Grain banks are mainly developed in the open platform and restricted platform subfacies. The development and distribution of grain banks are coupled with paleogeomorphological configuration and sea-level changes. The uplift–depression pattern, characterized by the Moxi submarine high, the Shizhu paleo-uplift, and the Linshui-Fengdu intra-platform depression, dominates the location and distribution pattern of grain banks, exhibiting a significant “uplift-depression controlled bank” feature. High-quality reservoirs are controlled by favorable sedimentary environments and moderate dolomitization.[Conclusion]This study clarifies the sequence lithofacies paleogeography of the Jialingjiang Formation, identifies the favorable development areas of grain banks, and establishes the relationship between reservoirs and sedimentary subfacies, providing a reliable geological basis for oil and gas exploration in the study area.
Identification of Copper-Related Geochemical Anomalies Based on Autoencoder Networks in the Ashale-Halegai Area, Western Tianshan
luo heng, YU Bingfei, YANG Hang, ZHU Haotian, hou yuhui,
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606023
Abstract:
Geochemical exploration is an important method for guiding mineral prospecting by identifying geochemical anomalies. However, due to the high-dimensional and nonlinear nature of geochemical data, traditional data processing methods are inadequate for extracting meaningful weak and subtle anomalies in complex geological environments. Machine learning techniques have been widely applied in the field of mineral exploration, achieving breakthroughs in extracting geochemical anomaly information. Taking the Ashale-Halegai area in Western Tianshan as the study area, this paper systematically compares the performance of three deep learning models—Variational Autoencoder (VAE), Sparse Autoencoder (SAE), and Deep Autoencoder (DAE)—in identifying copper-related geochemical anomalies. First, R-mode factor analysis is used to determine the element assemblage closely associated with copper mineralization. Then, VAE, SAE, and DAE networks are constructed, and reconstruction errors are used as anomaly indicators for anomaly identification. Finally, by comparing the performance of the three models, the applicability of different autoencoder models in the study area is discussed. The results show that the VAE model performs best in extracting weak and subtle anomalies, characterizing spatial patterns of anomalies, and achieving consistency with known mineral deposits, providing effective methodological support for deep and peripheral prospecting of copper polymetallic deposits in the Western Tianshan region. Based on the prediction results of the VAE model and considering the metallogenic geological conditions, eight anomalous areas with good prospecting potential are delineated and evaluated. The results of this study provide a reference for using autoencoder networks to extract geochemical anomalies and offer insights for copper exploration in the study area.
Mechanism of differential hydrocarbon accumulation in multi-stage channels of the H5 gas reservoir in the N gas field, Xihu Sag
WAN Li, LU Yan, LI Wenjun, CHEN Bo, CHENG Chao, SHI Meixue, SONG Gangxiang, SHI Zizhao, XIA Zhentong, xue zhen
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606039
Abstract:
【Objective】 The Xihu Sag is one of the most important petroliferous sags in the East China Sea Basin, and the Huagang Formation is the main exploration and development interval in this sag. Recent exploration and development of large-scale reversed anticlines in the Xihu Sag have revealed significant differences in hydrocarbon accumulation among multi-stage channels within the same gas field. The characteristics of natural gas charging, migration pathways, and accumulation mechanisms remain unclear, which restricts further exploration and development deployment in the deep-sag area.【Methods】This paper takes the two-stage channels of the H5 main producing interval in the N gas field as the research object. Based on reservoir characteristics, natural gas geochemical analysis, and systematic comparison of multiple geochemical tracing indicators (δ¹³C₁, ⁴⁰Ar/³⁶Ar, ³He/⁴He, light/heavy hydrocarbon ratio, saturated/aromatic ratio, adamantane A/D and 1MA/2MA, etc.), the accumulation conditions and processes of the two-stage channels are analyzed.【Results】The results show that: (1) Natural gas in both channels is coal-type gas, sharing the same single source and one-stage filling characteristics, indicating that gas source and filling stage are not the primary factors controlling differential accumulation. (2) Regional and inter-well geochemical tracers consistently indicate that natural gas migrated vertically along source-connected faults into the H5 layer and then laterally from west to east along the channel sand bodies. (3) Affected by differences in reservoir physical properties and fault blocking, the variation rates of all tracers in the early Channel 1 are significantly larger than those in the late Channel 2, reflecting stronger migration-induced fractionation and lower charging efficiency in Channel 1.【Conclusion】Accordingly, a hydrocarbon accumulation model characterized by “one-stage same source, vertical drainage, lateral migration along channels, and differential enrichment” is established. This model indicates that late-stage high-quality channels are favorable zones for natural gas enrichment in the deep-sag area, and low-lying traps formed by fault barriers also have exploration potential. The research results provide a theoretical basis for studying differential accumulation in multi-stage channels in the deep-sag area of the Xihu Sag.
Large deformation failure process analysis of reservoir bank slopes considering strength deterioration in the ablation zone
shao yingjie, JIANG Shuihua, wei mingfei, chang zhilu, HUANG Jingsong
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607002
Abstract:
[Objective] Soils in reservoir ablation zones undergo continuous deterioration of shear strength under repeated wetting-drying cycles, which may induce large deformation failure and even landslide hazards of reservoir bank slopes, thereby seriously threatening people’s lives and property as well as the safe operation of regional engineering facilities. However, quantitative analyses of the entire large deformation failure process of reservoir bank slopes under the deterioration of soil shear-strength parameters in ablation zones remain limited. [Methods] Taking the Baishuihe landslide in the Three Gorges Reservoir area as an example, this study constructed a large deformation analysis framework for reservoir bank slopes considering the deterioration of soil shear-strength parameters in the ablation zone based on the single-point two-phase material point method. Based on the deterioration data of soil shear-strength parameters obtained from laboratory wetting-drying cycle tests, the dynamic response and large deformation failure process of reservoir bank slopes under different numbers of wetting-drying cycles were quantitatively analyzed to reveal the influence of soil shear-strength parameter deterioration on the instability and failure process of bank slopes. On this basis, four mitigation measures, namely surface soil reinforcement, impermeable panel, anti-slide piles, and slope toe reinforcement, were compared to evaluate their prevention and control effects on the large deformation failure of reservoir bank slopes. [Results] The results show that reservoir bank slope deformation accumulates continuously with increasing wetting-drying cycles and exhibits obvious staged responses. The effects of soil shear-strength parameter deterioration on different parts of the bank slope exhibit spatial differences. The deterioration mainly promotes deformation development and the expansion of shear zones at the slope toe and in the middle and lower parts of the slope, while exerting a relatively limited influence on the deformation of the middle and upper soil mass. Among the four mitigation measures, the impermeable panel shows the best effect in controlling large deformation failure induced by wetting-drying cycle deterioration, followed by slope toe reinforcement and surface soil reinforcement, while anti-slide piles show the lowest prevention and control effect. [Conclusion] The large deformation analysis framework for reservoir bank slopes constructed in this study based on the single-point two-phase material point method can effectively reproduce the whole process of reservoir bank slope failure from local deformation accumulation to overall instability and failure under the deterioration of soil shear-strength parameters in the ablation zone. The results can provide a reference for whole-process risk assessment and prevention and control of reservoir bank slopes.
Hydrochemical characteristics and genesis of thallium anomaly in groundwater of a lead-zinc mine in Hunan Province
ZHU Shengxiang, CHEN Huaqing, HUANG Hucheng, YANG Zhu, MA Zhenbang, WANG Yaqi, LI Junke, YIN Jia
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607044
Abstract:
【Objective】To identify the key geochemical processes controlling thallium anomalies in the groundwater of the Huangshaping Pb-Zn mining area.【Methods】This study employed multiple hydrochemical analysis methods, including correlation analysis, cluster analysis, factor analysis, Piper trilinear diagram, Gibbs diagram, chloro-alkaline index (CAI), and major ion ratios, to investigate the characteristics and formation mechanisms of thallium anomalies in the study area.【Results】The results show that the groundwater in the study area is low-mineralization, weakly alkaline water, with the dominant hydrochemical type being SO₄·HCO₃-Ca·Mg. Groundwater is primarily derived from atmospheric precipitation and is minimally affected by evaporation, with its hydrochemical characteristics mainly controlled by rock weathering. Thallium in the groundwater predominantly exists in the stable form of Tl⁺. Influenced by vertical variations in lithological characteristics and geological structural disturbances caused by mining activities, thallium exhibits a gradual enrichment trend from near-surface to intermediate and deep sections. The hydrochemical formation process of thallium in groundwater is primarily governed by the weathering and dissolution of silicate rocks (e.g., rhyolite porphyry), as well as the oxidative leaching of Tl-bearing sulfide minerals (e.g., pyrite) under mining disturbance. In addition, the positive cation exchange occurring in the groundwater of the study area also contributes to the enrichment of Tl⁺. Based on characteristic ion ratio analysis, the impact of agricultural and domestic pollution on groundwater in the study area is relatively limited, and the groundwater environment is primarily influenced by mining and smelting activities.【Conclusion】In summary, this study clarifies the sources and hydrochemical formation mechanisms of thallium in the groundwater of the study area, reveals the evolutionary pattern of thallium gradually enriching from shallow to deep sections, and provides a scientific basis for understanding the geochemical behavior of thallium in groundwater systems.
Seismic resolution enhancement based on GAN and its application in thin interbedded reservoir identification
HUANG Chao, AIKEBAIER Shadike, LI Shuanggui, LI Jingang, WANG Mo
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607038
Abstract:
【Objective】Thin interbedded reservoirs in the Triassic Akekule Formation of Tahe Oilfield are difficult to delineate using conventional seismic data because of limited bandwidth, noise and tuning effects. This study evaluates the applicability of GAN-based seismic resolution enhancement for thin interbed identification. 【Methods】Training samples constrained by real seismic noise were constructed from seismic, logging and drilling data. A GAN model with residual dense blocks and relativistic adversarial loss was used for resolution enhancement and compared with spectral shaping. The enhanced results were assessed using 25, 50 and 75 Hz Ricker-wavelet synthetic seismograms, well-seismic calibration and waveform-indication inversion. 【Results】 The dominant frequencies of the original, spectral-shaped and GAN-enhanced seismic data are approximately 24.81, 48.48 and 72.16 Hz, and their correlation coefficients with the corresponding synthetic seismograms are 0.9375, 0.8692 and 0.8347, respectively. The GAN result narrows the seismic wavelet and improves the continuity of thin-interbed boundaries and interwell anomalies in the T2a1-T2a4 intervals. The shale-content constrained inversion matches the sandstone intervals well T3 with an agreement of 81.45%.【Conclusion】 The GAN method improves the recognizability of thin-interbed seismic responses while preserving the main structural framework and wave-group relationships. However, enhanced high-frequency details should be interpreted jointly with logs, sedimentary background and drilling data.
Distribution Patterns, Genetic Mechanisms and Disaster-Causing Mechanisms of Loess Caves in Typical Watersheds of the Dongzhi tableland
WU HaoTian, ZHU Xinghua, CAO Siyuan, ZHU Jiahao, ZHANG Miao, WANG Yixue, SHI Xiaofei
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607064
Abstract:
Loess caves serve as critical precursors to landslides and collapses on the Loess Plateau, yet their spatial distribution and formation mechanisms under coupled natural and anthropogenic influences remain poorly constrained. This study investigates sinkhole distributions in three representative catchments of the Dongzhi tableland area using field surveys, UAV photogrammetry, and GIS-based spatial analyses. We compare two distinct genetic types: landslide-controlled caves and irrigation-induced caves. The results show that caves in landslide settings cluster on specific landslide micro-units with higher density on shady slopes due to enhanced soil moisture and suffosion. In contrast, irrigation-induced caves align along tableland edges as clustered groups with significantly higher density on sunny slopes owing to uneven irrigation. Cave development is controlled by topography, fracture networks, catchment conditions, and human activities-but their relative importance differs between settings. Landslide-related caves originate from suffosion along landslide-induced fissures, whereas irrigation-related caves evolve through a coupled mechanism of vertical suffosion, lateral undercutting and along‑slope erosion driven by prolonged agricultural water input. Critically, loess caves act as key nodes in hazard chains. We identify two typical cascade models: "cave-shallow landslide-gully" and "cave-collapse". Both follow a five-stage evolution pattern: point erosion - linear connection - network expansion - overall failure- Cave Re-development. Our findings provide insights into loess cave development under contrasting environments and support disaster prevention strategies on the Loess Plateau.
Geological Hazard Risk Assessment Based on an SHAP-Interpretable IVM–RF Coupled Model: A Case Study of Guanyuan Town, Langao County
wang yibo, XIE Wanli, WANG Yuchen
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607065
Abstract:
【Objective】To develop a high-precision geological hazard assessment model for township-scale applications in the Qinba Mountain area, reveal the spatial distribution characteristics of geological hazard under different rainfall scenarios in Guanyuan Town, and provide a scientific basis for regional geological hazard prevention and mitigation.【Methods】Guanyuan Town, Langao County, was selected as the study area. Eight conditioning factors, including elevation, slope, aspect, curvature, lithology, normalized difference vegetation index , distance to roads, and distance to rivers, were selected to establish an Information Value–Random Forest (IVM-RF) coupled model for geological hazard susceptibility assessment. The SHapley Additive exPlanations method was employed to quantify the contribution of each conditioning factor to the model output. Based on historical rainfall records, four rainfall scenarios (moderate rain, heavy rain, rainstorm, and severe rainstorm) were designed to conduct geological hazard assessment under different rainfall conditions.【Results】The IVM-RF coupled model achieved higher assessment accuracy than the individual models. SHAP analysis indicated that NDVI, elevation, distance to roads, and slope were the dominant conditioning factors controlling the model output. With increasing rainfall intensity, the areas classified as very high and high hazard expanded continuously, and were mainly distributed in low mountainous areas and along major roads within the study area.【Conclusion】The IVM-RF coupled model effectively improves the accuracy of township-scale geological hazard assessment in the Qinba Mountain area. Hazard assessment under different rainfall scenarios successfully reveals the influence of rainfall intensity on the spatial distribution of geological hazards. The proposed approach provides technical support for geological hazard monitoring, early warning, and disaster prevention and mitigation in geomorphologically similar mountainous regions.
Mechanical Responses and State-Dependent Stress–Dilatancy Constitutive Modeling of Weakly Cemented Heavy-Oil Reservoir Rocks
SUN Bo, HAN Zhongying, CHEN Shengnan, CHENG Yuanfang, YAN Chuanliang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607070
Abstract:
[Objective]The development of deep, weakly cemented heavy-oil reservoirs is typically accompanied by pronounced geomechanical effects. Therefore, an accurate understanding of the mechanical responses of reservoir rocks under different stress states, together with a reliable characterization of their strength, volumetric deformation, and compaction behavior, is essential for development planning and geomechanical evaluation of such reservoirs.[Methods] In this study, core samples collected from the target block were subjected to high-temperature and high-pressure triaxial shear and isotropic stress tests. The mechanical responses of the rocks under different stress states were analyzed. A state-dependent stress–dilatancy elastoplastic constitutive model was then developed by incorporating equivalent cohesion, cementation evolution, stress-state dependence, and a cap yield criterion. [Results] The results showed that the load-bearing mechanism of weakly cemented heavy-oil reservoir rocks progressively shifted from being governed by cementation and temperature to being dominated by interparticle friction and compaction. When the temperature reached 200 °C, the uniaxial peak strength decreased by approximately 77%. Once the confining pressure exceeded 3 MPa, the temperature effect weakened markedly, and confining pressure became the dominant factor. As the confining pressure increased from 3 to 15 MPa, the average maximum volumetric compression increased from 0.66% to 3.69%, while the transition from compaction to dilation was progressively delayed. Under intermediate confining pressures, the rocks were prone to dilatant hardening, whereas compaction dominated under high confining pressures. During isotropic stress cycling, both the maximum volumetric strain attained during loading and the residual volumetric strain after unloading accumulated with increasing maximum prior pressure. Moreover, elevated temperatures promoted substantial irreversible structural rearrangement at relatively low pressures. Model validation yielded median goodness-of-fit values of approximately 0.87 for stress and 0.91 for volumetric strain, demonstrating that the model effectively captures the temperature sensitivity, compaction–dilation transition, and path-dependent deformation of these rocks. [Conclusion] This study provides an experimental basis and a constitutive framework for optimizing development parameters and conducting geomechanical assessments of deep, weakly cemented heavy-oil reservoirs.
Identification of potential geological hazards on dam-adjacent reservoir banks of hybrid pumped-storage power stations by integrating optical imagery and SBAS-InSAR
AN Xiaofan, ZHOU Heng, LÜ Qingchao, DENG Qiao, LIU Ting, HU Yao, GUO Jinlong
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608011
Abstract:
【Objective】Hybrid pumped storage projects are typically constructed adjacent to existing reservoirs or hydropower stations, characterized by large water level fluctuations and frequent regulation during operation. This leads to significant changes in boundary conditions along the dam-proximal reservoir banks, making bank stability a prominent geotechnical issue for safe project operation. Influenced jointly by frequent water level fluctuations, rainfall infiltration, road excavation, and proximity to water at the toe of slopes, the development of hazards such as landslides, deformation zones, and unstable accumulations along the reservoir banks is complex. Single remote sensing methods struggle to simultaneously capture topographic boundaries, engineering disturbances, and slow deformation information. In response, this study focuses on the dam-proximal reservoir banks of the Lianghekou hybrid pumped storage power station.【Methods】By integrating multi-source optical imagery with SBAS-InSAR technology, and considering the operational characteristics of water level regulation and engineering disturbances near the dam, we conduct identification of geological hazard risks and analysis of typical hazardous zones.【Results】Results show that overall deformation in the study area is minor, with most regions exhibiting Line-of-Sight (LOS) cumulative deformation between -25 mm and 40 mm, indicating general stability or weak deformation. Abnormal deformations mainly concentrate on both sides of the valley, mid-to-low slopes, near roads, and at water-adjacent fronts. Among the identified hazardous zones, the XZ-2 deformation zone shows the highest activity, with a cumulative deformation of -87 mm, primarily concentrated from the central to the front areas. Deformation in the XZ-1, Tuodaxi deformation zone, and XZ-3 landslide mainly occurs along the central roadway, lower to middle parts of the slope, and at the water-adjacent front. The unstable accumulation body opposite Wazhi Village exhibits progressive expansion from the front edge toward the middle and rear sections.【Conclusion】The findings indicate that optical imagery effectively identifies topographic boundaries and signs of engineering disturbance along the dam-proximal reservoir banks, while SBAS-InSAR supplements data on slow deformation. The integration of these two techniques provides valuable support for rapid screening and targeted re-evaluation of potential hazards near the reservoir banks of hybrid pumped storage projects.
Source-reservoir assemblages and four-property sweet spots of continental shale oil in the Jurassic Lianggaoshan Formation,eastern Sichuan Basin
LIANG Wanle, LIU Li, ZHENG Aiwei, li kai, chen yalin, ZHANG Qian, zhan xiaohong, PENG Guohong
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608016
Abstract:
【Objective】The lower submember of the second member of the Jurassic Lianggaoshan Formation (lower Liang-2 submember) in the eastern Sichuan Basin is rich in continental shale oil, but the frequent interbedding of sandstone, mudstone and shell limestone produces vertically variable source-reservoir configurations. The differences in the four key properties, namely oil-bearing capacity, reservoir quality, oil mobility and fracability, and their controls remain unclear, which hampers the accurate selection of sweet-spot intervals. 【Methods】Based on core analysis and wireline logs from two cored wells, lithofacies were classified by a three-level coupled scheme of total organic carbon (TOC) content, sedimentary structure and mineral composition, and were grouped into source-reservoir assemblages according to the lithology and scale of the interlayers and their contact relationships with the shale. Free hydrocarbon (S1), porosity, the oil saturation index (OSI) and brittle-mineral content were used to characterize the four properties and were plotted by assemblage. A sweet-spot index (SSI) was then constructed with combination weights obtained by multiplicatively coupling an improved analytic hierarchy process with the entropy weight method, and was used to rank the sublayers and to delineate sweet-spot intervals along a typical column. 【Results】Eight lithofacies were identified and grouped into four assemblages, namely the continuous-shale, sand-interbedded, shell-interbedded and sand-mud interbedded types. The four properties vary systematically with configuration. The continuous-shale type has the highest S1 (1.48 mg/g), OSI (84 mg/g) and porosity (3.09%) but the lowest brittle-mineral content (39%). The sand-mud interbedded type has comparable porosity, but frequent thin-sand interfaces disperse the free oil so that its S1 is only 0.95 mg/g. The sand-interbedded type has the highest brittle-mineral content (52%), whereas the shell-interbedded type is the poorest in oil-bearing capacity and mobility. Sublayers 8, 6 and 2 are all of class I, and class-I sweet-spot intervals total 36.8 m. 【Conclusion】The four properties are controlled at the first order by the source-reservoir configuration: 77% of the class-I sample points belong to the continuous-shale type, far more than in the other three assemblages (33%-40%), so sweet-spot boundaries should be defined by the source-reservoir configuration rather than by stratigraphic surfaces. The sweet spots can be summarized as two vertical intervals, sublayers 6-8 and sublayers 2-4, both spanning 33-36 m, comparable to the local hydraulic-fracture height, with the tight sublayer 5 between them serving as a natural barrier; a vertically staggered well pattern with layered volumetric fracturing is therefore recommended.
Longdistance transport pathways of Yanshan sources in the northern Huanghua Depression and their control on the development of largescale fan bodies in the deep sag area
FAN Jinyuan, LIU Entao, ZHANG Feipeng, LI Hongjun, WANG Jiahao, CENG Kangye, LI Gupan, zhang qiyang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607057
Abstract:
【Purpose】The deep sag area of faulted basins is a key target for current hydrocarbon exploration. Identifying sediment sourcetosink processes and transport pathways is crucial for the exploration of subtle reservoirs. In recent years, several subaqueous fans have been discovered in the Oligocene Dongying Formation in the deep sag area of the Qikou Sag, and commercial oil flows have been obtained. However, the provenance direction of these fans remains controversial. Although some scholars have proposed that the sources came from the northern Yanshan fold belt, the source area is about 60 km away from the deep sag area, with several uplift units developed in between. The sediment supply capacity, transport pathways, and sourcetosink processes lack systematic research.【Methods】Based on highresolution seismic, welllogging, and core data, this study employed methods including core observation, heavy mineral analysis, detrital zircon UPb dating, paleogeomorphic restoration, and seismic attribute analysis to determine the provenance direction of the fans, identify the transport pathways of the Yanshan sources, and further reveal the sourcetosink processes and development mechanisms.【Results】The results show that the detrital zircon age spectra of the fans are consistent with the ages of igneous rocks in the Yanshan orogenic belt, and the heavy mineral assemblages are also similar to those of the Yanshan source area, indicating that the sources are mainly from the Yanshan orogenic belt in the northern basin. Previous apatite fissiontrack analysis reveals that during the deposition of the Dongying Formation (28.5–23.8 Ma), the Yanshan orogenic belt experienced rapid uplift, providing strong source supply. Paleogeomorphic analysis indicates that during this period, the Qikou Sag entered a depression stage, with intrabasinal low uplifts submerged underwater. Clastic materials from the Yanshan fold belt formed braided river deltas, converged in the Beitang subsag, were constrained by fault troughs formed by faults such as the Dashentang and Jiannan faults, and were transported southward in a “relay” manner along multilevel fault terraces. Finally, under the large topographic relief created by the XingangHaihe fault, they transformed into gravity flows and deposited in the deep sag area to form multistage superimposed distal subaqueous fans.【Conclusion】Accordingly, this paper establishes a sourcetosink model characterized by “strong Yanshan supply, multilevel faultterrace sand transport, topographic slope controlling facies, and deepsag topography accumulating sand, ” revealing the dynamic response between the uplift and erosion of extrabasinal sources and intrabasinal sedimentation. This model indicates that under the coupling of strong source supply and an efficient tectonicgeomorphic transport system, continental faulted lacustrine basins can achieve longdistance transport across multiple geomorphic units, forming largescale gravityflow fans in the deep sag area. This study provides a theoretical basis for hydrocarbon exploration in the deep sag area of the Qikou Sag, and also demonstrates that similar deep sag areas in other basins have the potential to develop largescale highquality reservoir sand bodies, providing an important reference for sourcetosink research in deep sag areas.
Dynamic Accumulation and Differential Enrichment Mechanism of Deep Coalbed Methane in the No. 8 Coal Seam of the Benxi Formation, Daji Block, Eastern Ordos Basin
WANG Chengwang, CAO Zhixuan, DING Rong, ZHANG Liyang, GAN Huajun, FU Haijiao, WANG Xiaoming
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608058
Abstract:
【Objective】 The No. 8 coal seam of the Benxi Formation in the Daji Block, eastern Ordos Basin, exhibits marked differences in burial depth and present-day gas-bearing characteristics among different burial zones, which constrains the refined deployment of deep coalbed methane exploration. This study aims to clarify the differences in gas generation and preservation processes under different burial–preservation settings and to analyze the effects of historical gas generation and late-stage preservation adjustment on present-day gas-bearing differentiation. 【Methods】 Proximate analysis, maceral composition, organic geochemistry, reservoir physical properties, isothermal adsorption, and field gas-bearing data were integrated. Representative wells were selected from the deep-burial–deep-preservation, deep-burial–shallow-preservation, and shallow-burial–shallow-preservation zones for one-dimensional basin modeling, combined with two-dimensional section modeling, to reconstruct the burial, thermal, gas-generation, and pressure evolution of the No. 8 coal seam. 【Results】 Vitrinite is the dominant maceral in all three burial zones (52.30–92.60%). Their average porosities are 3.26%, 3.68%, and 4.06%, respectively, whereas the average gas contents are 25.31, 12.55, and 9.42 m3/t, and the average gas saturations are 96.94%, 75.60%, and 62.90%, respectively, showing an opposite trend between porosity and gas-bearing characteristics. The accumulation evolution of the No. 8 coal seam experienced five stages: initial burial during the Late Carboniferous–Permian, continuous subsidence and the first episode of gas generation during the Early–Middle Triassic, reduced subsidence and episodic uplift during the Late Triassic–Jurassic, renewed deep burial and major gas generation during the Early Cretaceous, and uplift-related pressure release and preservation adjustment since the Late Cretaceous. During the Early Cretaceous, the historical maximum burial depths of representative wells in the three zones were approximately 4, 300, 3, 842, and 3, 400 m, respectively, with simulated maximum vitrinite reflectance (Ro, max) decreasing successively. The maximum organic matter transformation ratio exceeded 90%, resulting in a relatively strong historical gas-generation basis in the deep-burial–deep-preservation and deep-burial–shallow-preservation zones. Since the Late Cretaceous, burial depths in the three zones have been reduced by approximately 1, 800–2, 100, 2, 000–2, 200, and 2, 100–2, 400 m, respectively. Uplift-related pressure release generally increased, further adjusting the preservation conditions of previously generated gas. Present-day gas-bearing characteristics are jointly controlled by differences in the gas-generation basis established during the major Early Cretaceous gas-generation stage and differences in gas preservation caused by subsequent differential uplift. Accordingly, three accumulation modes are recognized: “strong gas generation–favorable preservation, ” “strong gas generation–late-stage adjustment, ” and “relatively weak gas generation–relatively poor preservation.” 【Conclusion】 Favorable-area evaluation of deep coalbed methane should consider not only present-day burial depth, but also historical maximum burial depth, thermal maturity, late-stage uplift, and pressure-preservation conditions. These findings provide a theoretical basis for favorable-area evaluation of deep coalbed methane in the eastern Ordos Basin.
Geological Characteristics and Ore Genesis of the Laizi Gou Gold Deposit in Muping, Jiaodong
LIU Yang, ZHAO Zhixin, WANG Jiangbo, XU Bingcai, HUANG Xin, LU Zhangyong, HAN Lin, LIU Fenglei, WANG Tongrong, WEN Qiang, TAN Jun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607011
Abstract:
[Objective] To determine the ore-forming age, characteristics of ore-forming fluids, sources of ore-forming materials, and genesis mechanisms of the Lazi Gou gold deposit. [Methods] This study systematically investigated the deposit using a combination of analytical techniques, including LA-ICP-MS Rb-Sr dating of phlogopite, C-O isotopes of calcite, in situ S isotopes of sulfides, laser Raman spectroscopy and microthermometry of fluid inclusions, and LA-ICP-MS trace element analysis of pyrite. [Results] The mineralization age of Lazigou gold deposit is 120.9 ± 6.62 Ma; Au is present in pyrite in the form of solid solution and nano-sized gold; each stage of pyrite shows uniform, sulfur-rich characteristics and is closely related to the surrounding rocks; the mineralization fluid as a whole is characterized by a medium-low temperature, medium-low salinity system. The uniform temperature during the main mineralization period was 123.4 - 238.7℃, the salinity was 2.07% - 12.16% NaCl eqv, the fluid density was 0.88 - 0.94 g/cm³, the minimum trapping pressure was 7.9 - 25.3 MPa, and the mineralization depth was 0.30 - 0.95 km. The mineralizing fluid during the quartz-carbonate stage had characteristics of deep origin. [Conclusion] Under the background of the subduction and retreat of the Early Cretaceous ancient Pacific plate and the enhanced regional crust-mantle interaction, deep fluids rose along fault structures and reacted with the surrounding rocks during their migration process, resulting in the continuous activation, migration and enrichment of ore-forming materials, and ultimately forming gold deposits.
Efficient indexing method for large-scale 3D geological models based on clustering Hilbert R-tree
XIE Yuxuan, LIU Gang, YIN Bin, CHEN Genshen, CHEN Qiyu, FANG Hongfeng, ZHANG Ce
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606064
Abstract:
【Objective】3D geological model data has the characteristics of multi-scale, multi-attribute, and uneven spatial distribution, with complex geological body morphology and large data volume. The commonly used R-tree and Hilbert R-tree indexes have problems such as high leaf node overlap, poor spatial clustering, and insufficient query locality when processing such data, making it difficult to meet the requirements of efficient random access.【Methods】Therefore, a clustering Hilbert R-tree based indexing method is proposed. This method constructs a spatial indexing system for geological body objects by combining the partitioning strategy of geological spatial objects with a two-stage clustering strategy coupled with the spatial filling characteristics of Hilbert curves. On the basis of traditional Hilbert R-tree, K-means clustering algorithm is introduced to perform minimum bounding rectangle (MBR) geometric clustering on leaf nodes, and then perform Hilbert code value semantic clustering on non-leaf nodes, enhancing the spatial compactness and clustering balance of Hilbert R-tree leaf nodes, reducing the redundant area of MBR and the spatial overlap between adjacent nodes in case of uneven data distribution, thus achieving efficient range query.【Results】Using a large-scale multi-scale 3D geological model in Guizhou for testing, when processing large-scale datasets, its index space occupation is reduced by 17%, query response time is increased by 35%, and query efficiency is significantly improved.【Conclusion】The results show that compared with traditional Hilbert R-tree, the clustering Hilbert R-tree indexing method has significant improvements in index spatial proportion and query response time.
Experimental study on dynamic response law and failure mode of ice-rock composite slope under strong earthquake via shaking table test
ZHANG Xinyu, FAN Xuanmei, XIA Mingyao, WEI Tao
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607066
Abstract:
【Objective】Ice-rock composite slopes are prone to trigger high-position, high-speed and long-runout ice-rock avalanche disaster chains under strong earthquakes, which constitutes one of the key challenges for seismic geohazard prevention in the southeastern margin of the Qinghai-Tibet Plateau. 【Methods】Taking the ice-rock composite slope at Zelongnong vally, Milin County, Linzhi City, Xizang as the geological prototype, a three-layer physical model consisting of bedrock, glacier and moraine layers is fabricated following similarity theory. Shaking table tests are performed to systematically investigate the evolution of dynamic characteristics and acceleration amplification effect of the ice-rock composite slope under strong seismic excitations, and the failure mode is analyzed by PIV measurement technique. 【Results】The results show that: (1) The initial natural vibration frequency of the moraine layer is 31.68 Hz. With the gradual increase of seismic amplitude, its natural frequency decreases continuously by a total of 62.1%, and the damage evolution presents a distinct two-stage pattern: initial damage stage and damage failure stage. (2) The PGA amplification factors of moraine and bedrock layers increase first and then decrease with rising excitation frequency, peaking near 21 Hz due to resonance. By contrast, the PGA amplification factor of the glacier layer declines monotonically with frequency and responds remarkably under low-frequency excitation. (3) A typical elevation amplification effect exists along the vertical direction of the slope. As input acceleration rises, the PGA amplification factor of the moraine layer rises first then falls, while that of the glacier layer keeps increasing; the maximum difference in dynamic acceleration response between the two layers occurs at 0.7 g. At identical excitation amplitude, PGA amplification factors under sine wave loading are notably larger than those under Wenchuan seismic wave. (4) The slope fails in a shear-tensile cracking-sliding mode. The failure evolution proceeds as initiation of superficial shear cracks in the moraine layer - crack propagation and coalescence to form sliding surface - sliding along the formed surface - overall instability. No obvious failure occurs in the glacier and bedrock layers throughout the test. 【Conclusion】This study reveals the progressive instability mechanism dominated by the moraine layer for ice-rock composite slopes under seismic loading, which can provide references for risk prevention of ice-rock avalanche hazards and major engineering construction in southeast Tibet.
SUN Lixia, TAN Jie, SANG Guoqiang, GU Dongming, LI Zhangdong
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605030
Abstract:
The seepage-driven migration and clogging evolution of multi-sized particles within rock fractures profoundly affect the hydraulic stability and disaster mitigation in geotechnical engineering. To address the inadequate understanding of spatial differentiation and microscopic synergistic mechanisms of non-uniform particles within rough fractures, this study develops a three-dimensional seepage erosion model with realistic rough fractures based on the coupled computational fluid dynamics and discrete element method (CFD-DEM) to investigate the particle transport behaviors regulated by multiple parameters. The results indicate that particle size dictates the dynamic transport mode. Confined within low-velocity boundary layers, fine particles predominantly exhibit long-range continuous transport. In contrast, coarse particles undergo intermittent motion characterized by alternating local sliding and physical stagnation due to strong contact hindrance, which constitutes the intrinsic driver for the spatial differentiation of the system. Fracture geometry and hydrodynamic conditions exert strong nonlinear controls on the macroscopic mass loss behavior of the system. Increased roughness enhances the local geometric interlocking effect, leading to a step-like intermittent decay of the particle system; an enlarged aperture promotes a transition in the flow regime from a highly hindered local state to a sustained transport state. As the hydraulic gradient increases, the particle instability mode shifts from local slow loss at low gradients to global rapid flushing at high gradients. During the non-uniform erosion process, the mixed particle system exhibits pronounced spatial polarization and selective loss characteristics. Fine particles preferentially escape along dominant flow paths, while coarse particles are continuously hindered and displaced during migration, eventually evolving into a stable macroscopic retention zone in the mid-to-downstream region. Further microscopic analysis confirms that the formation of this retention zone is governed by three synergistic clogging mechanisms at the pore-throat scale: the circumferential wrapping of fine particles around coarse particle cores, the mechanical anchoring of fine particle clusters within narrow throats, and the synergistic arching induced by the boundary attachment of fine particles. These findings provide mesoscopic theoretical support for elucidating internal erosion mechanisms and seepage-induced catastrophic evolution within fractured rock masses.
Weak-layer position effects in stratified landslides based on a generative adversarial network surrogate model
yang jianyuan, gong chenxuan, LU Yibin, XU Yu, LUO Jie, CHEN Tingxuan, ZHENG Jun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202608020
Abstract:
[Objective] Changes in the spatial position of weak layers can significantly affect the sliding behavior and post-failure depositional evolution of stratified landslides. However, the controlling effects of weak-layer position on the coupled responses of depositional morphology, runout distance, and deposit thickness remain insufficiently understood. This study aims to investigate the characteristics and governing patterns of depositional responses of stratified landslides to variations in weak-layer position.[Methods] Based on a previously established rapid landslide-deposition prediction framework, a generative adversarial network (GAN) surrogate model was employed as a tool for multi-scenario analysis. Six three-layer stratified landslide scenarios with different weak-layer positions were constructed using MatDEM. Paired scenarios were further designed to systematically examine the differences in depositional morphology, runout distance, and deposit thickness as the weak layer migrated from the upper part to the middle part of the landslide body.[Results] The surrogate-model predictions showed good agreement with the MatDEM reference results, with mean SSIM and IoU values of 0.915 and 0.935, respectively, indicating that the model effectively preserved the overall outline and spatial distribution characteristics of the post-failure deposits. When the weak layer was located in the upper part, the post-failure deposits were mainly characterized by shallow traction and overall spreading. In contrast, when the weak layer was located in the middle part, interlayer differentiation, structural reorganization, and localized thickening became more pronounced. Overall, variations in weak-layer position exerted a more consistent influence on the redistribution of deposit thickness than on frontal runout, and deposit thickness exhibited a more consistent response than runout distance.[Conclusions] Weak-layer position is an important structural factor controlling the depositional evolution of stratified landslides, and deposit thickness can serve as a sensitive indicator for identifying weak-layer position effects. The GAN surrogate model can improve the efficiency of multi-scenario analysis while preserving key depositional characteristics, providing an efficient approach for investigating depositional evolution patterns of stratified landslides.
Landslide Susceptibility Assessment Using WGAN-GP Data Augmentation with Graph Neural Networks
YAN BaoRui, ZENG Huaien, LI Xi, WU Chengjie, QIAO Yapan, WEI Pengcheng, DONG Jiadan
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607060
Abstract:
To address the issues of limited sample size in landslide susceptibility assessment, this study selected Zigui County as the research area and constructed an evaluation index system based on 15 landslide influencing factors. A coupled landslide susceptibility assessment method integrating Wasserstein Generative Adversarial Network with Gradient Penalty (WGAN-GP) data augmentation and a Graph Neural Network (GNN) was proposed. WGAN-GP was employed to generate high-quality synthetic samples to expand the dataset, while a K-nearest neighbor method based on feature-space similarity was adopted to construct the graph structure, enabling both synthetic and real samples to participate jointly in the information propagation process of the GNN. GNN models were developed using both the original and augmented datasets, and three commonly used machine learning models, namely Random Forest (RF), XGBoost, and Support Vector Machine (SVM), were selected for comparative analysis. The results indicate that, under the original dataset condition, the predictive accuracies of the models showed only minor differences, and the GNN model did not exhibit a significant advantage. After the introduction of data augmentation, the predictive performance of all models improved, among which the GNN achieved the most substantial improvement, with the AUC increasing from 0.8235 to 0.9426. In the susceptibility zoning results, the GNN+WGAN model yielded an LD value of 0.11 in the very low susceptibility zone and 4.03 in the very high susceptibility zone, indicating that its susceptibility zoning results are highly consistent with the spatial distribution of landslide points.These findings verify that the proposed method can effectively alleviate the problems of small sample size, thereby improving the accuracy and reliability of landslide susceptibility assessment.
GAO Hang, CAO Haiyang, YANG Jinhai, CHEN Anqing, HE Xiaohu, pang qian, ZHANG Yazhen, HAN Jianhui, HOU Mingcai
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605001
Abstract:
[Objective]The Member 2 of the Meishan Formation in the Lingshui Sag, Qiongdongnan Basin, hosts a distinctive mixed siliciclastic-carbonate rock assemblage, whose unique characteristics make it a natural laboratory for investigating the differential evolution mechanisms of mixed reservoir rocks. However, the strong reservoir heterogeneity and unclear distribution patterns of high-quality reservoirs in this interval have constrained deep-water hydrocarbon exploration. [Methods] Based on cast thin sections, scanning electron microscopy, and porosity-permeability data, this study systematically analyzed the mixed lithofacies types, diagenetic processes, and pore evolution characteristics, revealing the coupling mechanism of "depositional fabric-diagenetic response-reservoir quality" that controls the differential evolution of reservoirs. [Results] The results indicate that: (1) Three types of mixed lithofacies developed in the study area with significant differences in depositional fabric: Type I lithofacies (sandy foraminiferal limestone) is matrix-supported with abundant lime mud and biogenic shells; Type II lithofacies (bioclastic calcareous-cemented sandstone) is grain-supported with high sand and bioclastic content; and Type III lithofacies (bioclastic lime-muddy sandstone) is matrix-supported with low grain content. These depositional fabric differences established the material foundation for diagenetic evolution. (2) The three lithofacies types exhibit distinct diagenetic-pore evolution pathways: the dissolution-dominated porosity enhancement type (Type I lithofacies) experienced early compaction and cementation leading to dense rock, followed by significant late dissolution and porosity enhancement, forming high-porosity (17.25%) quality reservoirs; the cementation-dissolution composite type (Type II lithofacies) underwent strong early cementation causing porosity reduction, with limited late dissolution, forming medium-porosity (14.53%) moderate-quality reservoirs; and the compaction-dominated porosity reduction type (Type III lithofacies) experienced continuous compaction and densification with weak dissolution, forming non-reservoir intervals (8.45%). (3) Quantitative restoration of pore evolution across the study area indicates that compaction reduced porosity by 8.57%, cementation reduced porosity by 4.31%, and dissolution increased porosity by 9.79%, resulting in a final porosity of 13.54%. [Conclusion] The "depositional fabric-diagenetic response-reservoir quality" coupling mechanism revealed in this study elucidates the intrinsic laws governing the differential evolution of reservoirs in deep-water mixed sedimentary environments. Depositional fabric determines the type, intensity, and temporal combination of diagenetic processes, thereby controlling reservoir quality, providing a generalizable theoretical paradigm for mixed rock reservoir prediction.
Characteristics and evolution model of closed pores in different lithofacies shales of the Sinian-Cambrian systems in western Hubei
zhang lei, LIU Wen, FU Haijiao, ZHANG Qin, KONG Weiliang, LU Zeyu, QIU Zhen
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607075
Abstract:
【Objective】As an important component of the pore system, closed pores can host a significant amount of adsorbed gas. However, conventional methods are difficult to detect closed pores, and neglecting them will affect the accurate assessment of shale gas resources. To date, the development characteristics and evolution model of closed pores in western Hubei remain unclear, making systematic research urgently needed. 【Methods】Therefore, this study focuses on the main controlling factors of closed pore development in different lithofacies shales, deeply analyzes the coupling relationship between closed pore characteristics and mineral composition, organic matter abundance, and bedding direction, clarifies the closed pore characteristics of shales with different lithofacies and bedding directions, and establishes a diagenetic evolution model of closed pores in shales. 【Results】The results show that: (1) Closed pore development is jointly controlled by minerals and organic matter. Rigid minerals inhibit the formation of closed pores in the macropore range, carbonate mineral dissolution easily forms isolated large pores, and clay minerals promote closed pore development through plastic deformation and cementation by filling. (2) Total organic carbon (TOC) content is positively correlated with the closed pore ratio in the micropore range but negatively correlated with that in the macropore range. The closed pore ratio in the micropore range is higher in the direction parallel to bedding, while that in the macropore range is higher in the direction perpendicular to bedding. (3) A diagenetic evolution model for closed pores in shales has been established. In the early sedimentation stage, primary pores are well-developed with few closed pores. In the early diagenetic stage, compaction dominates, leading to an increase in closed pores. In the middle diagenetic stage, dissolution and organic matter hydrocarbon generation jointly contribute to closed pores in the micropore range. In the late diagenetic stage, compaction and cementation maximize the closed pore volume. 【Conclusion】It is concluded that the research findings deepen the understanding of the development characteristics and evolution patterns of closed pores in different lithofacies shales, clarify the controlling effects of mineral composition, TOC content, and bedding direction on closed pores, and can provide a theoretical basis for shale gas reservoir evaluation and sweet spot prediction.
SourceReservoir Coupling Mechanism and Shale Oil Enrichment Patterns of Mixed SiliciclasticCarbonate Shales in the Lower Ganchaigou Formation, Western Qaidam Basin, Driven by HighFrequency Climatic Cycles
ZHANG Na, LIU Rui, WU Kunyu
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606048
Abstract:
To clarify the source–reservoir configuration characteristics of saline lacustrine shale oil systems and their control on shale oil enrichment, this study focuses on the mixed shale of the Upper Xiaganchaigou Formation (E₃²) in the Yingxiongling Sag, Qaidam Basin. Based on core observations, thin-section identification, well logging data and laboratory analyses, the lithofacies succession, source–reservoir assemblages and their control on shale oil enrichment under high-frequency climatic cycles were systematically investigated. The results show that: (1) the climatic cycle boundaries of the mixed shale in the Yingxiongling Sag are typically marked by normally graded sandstone erosion surfaces overlying evaporite-bearing layered dolomite. Two lithofacies, namely limestone–dolomite interbedded lithofacies and sandstone–dolomite mixed lithofacies, are developed in the proximal provenance area, whereas three lithofacies, including limestone–dolomite interbedded lithofacies, mudstone–dolomite mixed lithofacies and sandstone–dolomite mixed lithofacies, are developed in the distal provenance area. (2) The source–reservoir qualities of the three lithofacies differ significantly. The mudstone–dolomite mixed lithofacies has the highest organic matter abundance and the greatest hydrocarbon generation potential, making it the main source rock in the study area. In contrast, the limestone–dolomite interbedded lithofacies has the highest porosity and the most favorable pore-throat structure, and therefore represents the most favorable reservoir lithofacies. (3) Climatic cycles and paleogeomorphic differentiation jointly control lithofacies successions and source-reservoir configurations. Two types of source–reservoir assemblages are identified in the study area: an integrated source-reservoir type and a separated source–reservoir type. The latter can be further subdivided into overlying and sandwich-style configurations. The integrated source–reservoir type is mainly controlled by fracture development, the overlying type is characterized by near-source charging, and the sandwich-style type has the advantage of dual-source hydrocarbon supply. Together, these assemblages control the differential enrichment of shale oil in the study area. This study clarifies the source-reservoir assemblage characteristics of the shale interval in the Yingxiongling Sag and their influence on shale oil enrichment, providing a geological basis for target interval selection in similar saline lacustrine shale oil systems.
Research on the application of 3D geological model based on multi-source data fusion in reservoir leakage evaluation
LUO Hua, LI Jing, GAO Zheng, LI Ying
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607037
Abstract:
Reservoir leakage evaluation is one of the core contents of geological survey for hydraulic engineering projects, directly determining the reservoir formation conditions, engineering construction plans, and subsequent operational safety. Addressing the deficiencies of traditional reservoir leakage evaluations, such as a single evaluation carrier, fragmented multi-source survey data, deviations in interpretation results from different survey methods, and a lack of cross-checking of survey results, this paper takes a reservoir project in Southwest China as the research object and constructs a set of three-dimensional visual leakage evaluation technology processes based on multi-source data fusion. The system collects data results such as geological mapping of the reservoir area, borehole core logging, rock mass permeability coefficient, and stable groundwater level in boreholes, while simultaneously integrating geophysical exploration survey data such as high-density electrical method, natural source surface wave method, and induced polarization method. Relying on MATLAB programs, it completes standardized correction, spatial registration, outlier removal, and normalization processing of discrete data for multi-source survey data, achieving collaborative mutual checking and joint interpretation of multi-source survey information. A refined three-dimensional geological model is built, which can characterize the stratum lithology, groundwater occurrence patterns, and spatial characteristics of rock mass permeability in the reservoir area. Based on this model, visual spatial analysis and comprehensive research and judgment of leakage characteristics are carried out. The results indicate that a dual-layer groundwater system is developed in the reservoir area, with a continuous leakage channel at the reservoir bottom discharging to the lower adjacent valley and downstream. The proposed dam site valley is a suspended valley, lacking the geological conditions for reservoir formation. Engineering case verification shows that the modeling and evaluation approach constructed in this paper can accurately depict the geological structure of the reservoir area, groundwater distribution, and spatial distribution characteristics of unfavorable geological bodies, achieving intuitive identification and quantitative analysis of leakage channels and hydrogeological key parameters. This study effectively supplements the analytical methods of traditional leakage evaluations, further enhancing the scientificity and reliability of evaluation results, and improving the modeling implementation path for multi-source geological data fusion in hydraulic engineering projects. The research results can provide technical references for leakage analysis and reservoir formation condition research and judgment in similar complex reservoir areas, and have certain theoretical and technical reference significance for promoting the digitalization and refinement transformation of geological survey in hydraulic engineering projects.
Paleogene "blanket fine-grained" sedimentation in the Haizhong Sag, Beibu Gulf Basin: Coupling of tectonic constraint and distal suspended supply
zhang jianxin, CHEN Haiyan, xu wanxing, ZHAO Yazhuo, ZUO Qianmei, ZHOU Huanhuan
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607061
Abstract:
THE PALEOGENE OF THE HAIZHONG SAG IN THE BEIBU GULF BASIN IS GENERALLY CHARACTERIZED BY THIN INTERBEDS OF VERY FINE-GRAINED SANDSTONE AND MUDSTONE, LACKING CONVENTIONAL LARGE-SCALE RESERVOIR BODIES, AND ITS SEDIMENTARY GENETIC MECHANISM REMAINS UNCLEAR. BASED ON DRILLING, LOGGING, 3D SEISMIC, AND PROVENANCE ANALYSIS DATA, THIS PAPER SYSTEMATICALLY INVESTIGATES THE TECTONIC EVOLUTION, SEDIMENTARY TYPES, PROVENANCE SUPPLY CHARACTERISTICS, AND FILLING EVOLUTION OF THE PALEOGENE IN THIS SAG. THE RESULTS INDICATE THAT: (1) THE PROVENANCE AREA OF THE HAIZHONG SAG IS LIMITED, BUT THE SEDIMENTARY EXTENT IS BROAD, FORMING A SPECIAL "SMALL SOURCE, LARGE BASIN" SOURCE-TO-SINK PATTERN; (2) THERE IS A WATER COMMUNICATION CHANNEL WITH THE ADJACENT WEIXINAN SAG. THE WEIXINAN LOW UPLIFT BECAME AN ONSHORE HIGHLAND FROM THE LIUYI MEMBER TO THE WEIZHOU FORMATION, INTERCEPTING COARSE-GRAINED MATERIALS FROM THE YUEGUI UPLIFT AND ALLOWING THEM TO DEVELOP EXTENSIVELY IN THE WEIXINAN SAG, WHILE FINE-GRAINED SUSPENDED MATERIALS (VERY FINE SAND, SILT, AND MUD) ENTERED THE HAIZHONG SAG THROUGH WATER EXCHANGE, ACHIEVING BLANKET FILLING ACROSS THE ENTIRE BASIN; (3) THE CONTINUOUS ACTIVITY OF THE NO. 3 FAULT CONTROLLED THE SUBSIDENCE CENTER AND ACCOMMODATION SPACE OF THE WEIZHOU FORMATION IN THE HAIZHONG SAG, WHILE SIMULTANEOUSLY LIMITING THE SIZE OF THE PROVENANCE AREA, RESULTING IN PREDOMINANTLY FINE-GRAINED SEDIMENTS; (4) DUE TO THE LACK OF COARSE-GRAINED CLASTIC INPUT, IT IS DIFFICULT TO FORM LARGE-SCALE RESERVOIR BODIES, AND THIN INTERBEDS OF VERY FINE-GRAINED SANDSTONE ARE THE MAIN RESERVOIR TYPE. THIS PAPER PROPOSES A SEDIMENTARY GENETIC MODEL OF "TECTONIC CONSTRAINT COUPLED WITH DISTAL SUSPENDED SUPPLY, " WHICH PROVIDES NEW INSIGHTS FOR THE STUDY OF FINE-GRAINED SEDIMENTATION IN THE HAIZHONG SAG AND SIMILAR BASINS, AND HAS GUIDING SIGNIFICANCE FOR HYDROCARBON EXPLORATION.
Electromagnetic and Seismic Joint Structural Modeling Technology and Its Application in Chaiwopu Area of Junggar Basin
guo tao, LI Zhuqiang, BAN Li
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607004
Abstract:
[objective] The Chaiwoubu area of the Qaidam Basin is situated in a complex piedmont structural belt affected by multistage tectonic activities. Extensively developed fault systems and highly fragmented subsurface structures, coupled with low-quality seismic data, have long restricted hydrocarbon exploration breakthroughs in this region.[methods]To tackle these problems, this study proposes an electrical-seismic joint inversion method incorporating prior information and dual structural constraints. First, taking full advantage of seismic profiles with high lateral resolution and clear mid-shallow stratigraphic architectures, structural prior information is extracted to build an initial resistivity model, which effectively reduces the multiplicity of inversion solutions. Second, a Gram matrix-based regularization function is adopted to establish structural constraint terms. The gradient field characteristics derived from the velocity model are mapped to the resistivity inversion objective function, ensuring structural consistency between resistivity and velocity models.[results]Theoretical model tests demonstrate that the proposed method effectively strengthens structural coupling and constrained correlations among different geophysical parameters and improves the spatial resolution of inversion results. [conclusion]In applications to field electromagnetic data from the Chaiwoubu area, the inverted resistivity profiles exhibit good agreement with available drilling and seismic interpretations. Two dominant thrust structural units are identified: the northern unit comprises a basin-directed overthrust nappe with upward thrusting motion, whereas the central unit develops a large-scale basement-cutting reverse fault with a vertical throw exceeding 1 km. These two structural systems dip oppositely and squeeze each other, forming a typical contractional structural assemblage that controls the development of secondary fault blocks and local folds in the study area.The proposed electrical-seismic joint inversion technique provides a feasible technical scheme for fine structural analysis and favorable hydrocarbon zone optimization in complex basin-slope transition zones. The results are of great practical significance for delineating favorable hydrocarbon accumulation belts and guiding future exploration deployment in the Chaiwoubu area.
Vertical Positioning of Sweet-Spot Intervals in Shunbei Fractured-Vuggy Reservoirs Constrained by Seismic Forward Modeling
GAO Lijun, NAN Shu, WEI Huadong, LI Hongyan, GUI Wenjie, YAN Zhe
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606017
Abstract:
Ordovician fault-controlled carbonate fractured-vuggy reservoirs in the Shunbei area are jointly controlled by fault activity, karstification and structural modification. Because fracture-vug systems are commonly vertically superposed and strongly heterogeneous, the relationship between string-of-beads seismic reflections and the relative positions of principal sweet-spot intervals is ambiguous. This study aims to clarify the indicative relationship between peak-trough phase patterns within reflection wave groups and favorable fractured-vuggy intervals. Constrained by typical well-seismic data and fracture-vug development patterns, a vertically superposed double-fracture-vug parametric model and five actual well-tie seismic-geological models were constructed. P-wave finite-difference forward modeling and prestack depth migration imaging were used to compare the effects of vertical spacing, infill velocity, fracture-vug thickness and combination style on peak-trough phase, waveform interference and energy distribution. The modeling results show that, when adjacent fracture-vug bodies are located within the resolution scale of the seismic wavelet, their reflection wave groups tend to undergo coherent enhancement, destructive interference, wave-group broadening and energy redistribution. These processes can generate typical phase combinations, including two troughs sandwiching one peak, two peaks sandwiching one trough, two peaks and two troughs, three troughs sandwiching two peaks, and three peaks sandwiching two troughs. Different phase combinations correspond to different vertical stacking styles of principal fracture-vug bodies, secondary caves and fracture systems. Integrated interpretation of drilling breaks, mud losses, overflows and gas shows further constrains the relative vertical position of the principal sweet-spot interval within the reflection wave group. String-of-beads reflections should not be interpreted only by their external morphology or by a single strong-amplitude phase. Relative vertical positioning of sweet-spot intervals should be conducted under the joint constraints of forward modeling, well-seismic calibration and regional geological understanding. The proposed phase-pattern interpretation provides seismic-geological evidence for fine sweet-spot positioning, target-interval prediction in undrilled areas and sidetrack trajectory optimization in Shunbei fault-controlled fractured-vuggy reservoirs.
Characteristics and Accumulation Modelsof the WholePetroleumSystem in Paleogene Hetaoyuan Formation, Biyang Depression
WU Qun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606010
Abstract:
  [Objective]As a typical hydrocarbon-rich sag in the eastern rift basins of China, the Biyang Depression requires a systematic investigation into the key controlling factors, reservoir types, and hydrocarbon accumulation and enrichment patterns within its whole petroleum system.[Methods]To address this, this study integrates multidisciplinary data from drilling, logging, and geochemistry with regional exploration history to systematically characterize the system.
  [Results]The results demonstrate that the Paleogene Hetaoyuan Formation in the study area presents superior geological conditions for the development of a complete petroleum system. The source rocks are characterized by Type Ⅰ and Type Ⅱ₁ organic matter, whose parent materials are dominated by cyanobacteria and structured alginite, exhibiting a high hydrocarbon generation potential with yields reaching up to​ 630 kg/t. This provides an abundant material foundation for sustained hydrocarbon charging in the whole petroleum system. Multi-type reservoir spaces facilitate hydrocarbon accumulation, resulting in the orderly zonal occurrence of shale oil, dolomite oil, tight oil, and conventional oil reservoirs extending from the hydrocarbon-generating center to the basin margin.[Conclusion] Based on the analysis of the integrated petroleum system, three typical accumulation models were identified: (1)the Northern Slope Belt – distal source – complex structural zone accumulation model; (2)the Central Sag Belt – intra-source and near-source – multi-type accumulation model; (3)the Southern Steep Slope Belt – near-source – lithologic updip pinch-out zone accumulation model. These distinct yet interconnected models constitute the subsystems of conventional and unconventional reservoirs within the integrated petroleum system.Furthermore, this systematic study provides a robust theoretical basis for the efficient exploration of remaining petroleum resources and the rapid discovery of new exploration domains in highly mature exploration areas.
Sulfur and lead isotopic compositions of Hongtuling and Dahu Au-Mo deposit in the Xiaoqinling district, and implications for the regional metallogeny
HU Wei, MENG Faqiang, ZHAI Yulin, , CENG Haijiang, ZHANG Lei
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607029
Abstract:
  The Xiaoqinling area on the southern margin of the North China Craton is one of Chinese most important gold‑producing bases, where vein‑type gold deposits are widely developed, with molybdenum mineralization occurring as paragenetic or associated components in similar deposits. The age and genesis of gold mineralization in this region have long been controversial. Taking the representative Hongtuling and Dahu Au‑Mo deposits in the Xiaoqinling area as research subjects, this study systematically conducts sulfur (S) and lead (Pb) isotope analyses of sulfides and gangue minerals in gold and molybdenum orebodies on the basis of detailed field geological surveys and ore microscopy. Combined with published geochronological data on magmatism and mineralization, we discuss the material sources and genetic links of gold and molybdenum mineralization.The results show that sulfides from gold orebodies in the Hongtuling and Dahu deposits have similar sulfur isotope compositions (δ³⁴S = −4.4‰ to −0.2‰), consistent with typical magmatic sulfur. In contrast, sulfides from molybdenum orebodies are markedly enriched in ³²S (δ³⁴S = −10.6‰ to −1.6‰). The distinct sulfur isotope signatures may reflect variations in ore‑forming physicochemical conditions or differences in sulfur sources. For lead isotopes, molybdenum orebodies exhibit compositions similar to those of metamorphic rocks of the Taihua Group, indicating that molybdenum‑forming materials were mainly derived from the crust. Lead isotopes of gold orebodies plot along the lead evolution trend of the North China Craton lithospheric mantle, consistent with Early Cretaceous mantle‑derived mafic dikes, suggesting that gold‑forming materials were predominantly sourced from the lithospheric mantle.
  Integrating our findings with previous geochronological data, it is concluded that Au and Mo mineralization in the Xiaoqinling area resulted from the spatial superposition of an Early Mesozoic molybdenum metallogenic system and a Late Mesozoic gold metallogenic system, with the two having distinct material sources and tectonic‑metallogenic settings. This understanding bears important theoretical significance for correctly interpreting regional metallogenic geochronology data, establishing regional metallogenic models, and guiding mineral exploration in the area.
Semantic-Enhanced Rete Algorithm for Geological Data Quality Inspection Rule Engine
yuan hong, zhang kaiping, wang xiaogang, zhang yutong, wang luping
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605029
Abstract:
【Objective】Geological data are characterized by multi-source heterogeneity, complex semantics, strong spatial correlation and intensive professional rules, which serve as the fundamental support for national energy and resource security, ecological civilization construction, disaster prevention and mitigation, and other undertakings. At present, data are no longer merely a by-product of geological surveys but have evolved into core assets. It is particularly important to establish a scientific, rigorous and efficient data quality management system to guarantee the authenticity, accuracy, integrity and timeliness of geological survey data. Current geological data quality inspection mainly relies on fixed scripts and sampling inspection, which can hardly cope with the semantic heterogeneity and complex logical constraints of multi-source heterogeneous data. Although the classic Rete algorithm features high efficiency, it is limited to exact character matching and cannot recognize synonyms of geological terms, fuzzy descriptions or unstructured texts.【Methods】This paper proposes a geological data quality inspection rule engine based on the semantically enhanced Rete algorithm. By optimizing the classic Rete algorithm with node sharing, pre-data filtering and dynamic semantic nodes, a semantic enhanced reasoning network oriented to geological scenarios is constructed. A complete reasoning process covering semantic matching, rule activation, conflict resolution and rule execution is realized.【Results】Compared with the traditional rule engine, the proposed method achieves improvements in both recognition accuracy and recall rate, with the F1-score reaching 0.88, which verifies its superior capability in geological data quality inspection.【Conclusion】The rule engine realizes the decoupling of business logic and quality inspection rules, and significantly improves rule configurability and system maintainability. It provides an effective new technical approach for intelligent quality control of geological data, and is of great significance for promoting the high-quality development of geological informatization and strengthening the supporting capacity of geological data.
Methodological Framework and Research Progress of Groundwater Monitoring Network Optimization
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607035
Abstract:
Groundwater is an important strategic resource for ensuring water security and maintaining ecosystem stability. Groundwater monitoring networks provide essential information for groundwater resource management and pollution prevention, and their design directly affects the representativeness of monitoring data and the reliability of management decisions. Traditional monitoring network design approaches based primarily on expert experience and technical specifications can no longer satisfy the increasing demand for refined groundwater management. Consequently, groundwater monitoring network optimization has become an important research topic in hydrogeology and environmental sciences. In recent years, statistics, geostatistics, optimization theory, numerical simulation, and artificial intelligence have provided a wide range of methods for groundwater monitoring network optimization. However, existing studies have mainly focused on individual algorithms or specific technical approaches, and a systematic methodological classification and comparison remain lacking. Based on a comprehensive review of recent studies, this paper establishes a methodological framework for groundwater monitoring network optimization according to information sources and theoretical foundations. Existing methods are classified into five categories: statistical information-driven, spatial statistics-driven, optimization decision-driven, mechanistic simulation-driven, and intelligent fusion-driven. The fundamental principles, typical applications, applicable conditions, advantages, and limitations of each category are systematically summarized and compared. The development of groundwater monitoring network optimization from network evaluation to optimal design and from single-method applications to integrated methodologies is further discussed. Current research still faces challenges including limited monitoring data, difficulties in multi-source information integration, insufficient uncertainty quantification, and limited interpretability of intelligent models. Future research should emphasize the integration of physical mechanisms with data-driven approaches and promote the application of digital twins, real-time dynamic optimization, and intelligent decision-making technologies to support the design and management of groundwater monitoring networks.
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605068
Abstract:

[Objective] Addressing the challenges of strong non-linearity and the tendency of traditional inversion methods to fall into local extrema in deep complex target detection, as well as the poor generalization across different observation arrays and insufficient resolution in existing deep learning methods for borehole-to-surface resistivity. [Methods] This paper proposes a deep learning inversion method (OAM-SwinUNet) that integrates spatial geometric mapping with a learnable soft mask mechanism. First, a multi-channel spatial geometric mapping strategy is designed to introduce prior physical information—such as apparent resistivity, source depth, and measurement positions—into the feature space. Second, the Swin-UNet architecture is refined by integrating partial convolution during the feature embedding stage to suppress feature dilution caused by sparse data. A learnable soft mask mechanism is also introduced to enhance the network's ability to suppress invalid padding regions and model global spatial features. Finally, a dataset comprising 30, 000 groups of complex geometric anomalies (including single/double rectangles and convex quadrilaterals) was constructed using Gmsh for training and validation. [Results] Theoretical model tests and ablation experiments demonstrate that the model reduces the root mean square error (RMSE) to 25.023 Ω·m and improves the structural similarity index (SSIM) to 0.9626 on the test set. Compared to the standard Swin-UNet, the proposed model shows significant improvements in prediction accuracy and boundary characterization. Furthermore, the network remains stable in recovering the position and overall morphology of anomalies when confronted with out-of-distribution (OOD) electrode configurations, 5% gaussian noise, and complex triple-rectangular models. [Conclusion] This method effectively fuses local feature extraction with global physical constraints, significantly enhancing the precision of borehole-to-surface resistivity inversion and its adaptability to different observation arrays. It provides a reliable technical method for the real-time and high-resolution inversion of various geological structures.

Research and Application of the Rainfall Intensity-Duration-Hazard Formative Environment (I-D-H) Early Warning Model for Clustered Landslides
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605044
Abstract:
[Objective] Rainfall-induced clustered landslides are characterized by small volumes, rapid onset, and large quantities. Traditional early warning models based on rainfall thresholds frequently neglect the variations in hazard-formative environments, leading to high rates of missed and false alarms, which underscores the urgent need to develop a more precise early warning model. [Methods] Based on historical data of rainfall-induced clustered landslides in Guangxi, a comprehensive hazard-formative environment factor (H) characterizing the susceptibility of geological-topographical conditions was extracted, and a three-dimensional early warning framework coupling rainfall intensity, duration, and the hazard-formative environment (I-D-H model) was proposed. On this basis, high-resolution environmental raster data of Beiliu City and recent landslide samples were integrated for localized parameter optimization to construct a refined I-D-H model perfectly tailored to the local hazard-formative background. A multi-scale application and validation was subsequently conducted utilizing the "June 9" extreme rainstorm event. [Results] At the regional scale, the proposed model accurately captures the differential impacts of the hazard-formative environment, improving the accuracy of yellow and higher-level warnings from 87% to 94% with zero missed alarms. At the site-specific scale, the model accurately identifies the red warning level for unstable slopes several hours in advance, effectively avoiding false alarms for adjacent stable slopes. Quantitatively, the Area Under the Curve (AUC) value reaches 0.829, demonstrating a predictive performance significantly superior to that of the conventional two-dimensional I-D model. [Conclusion] By dynamically adjusting critical rainfall thresholds, this model achieves a methodological leap in landslide early warning from regional macroscopic guidance to localized refined characterization, providing reliable technical support for the precise "site-to-regional" prevention and control of clustered landslide hazards.
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605065
Abstract:
s: 【Objective】 Electrical Resistivity Tomography (ERT) enables non-destructive acquisition of internal resistivity distribution in dam bodies, yet traditional manual interpretation suffers from low efficiency and high subjectivity. 【Methods】 A multimodal data augmentation strategy was constructed using techniques such as geometric transformation, Mosaic augmentation, and local occlusion, expanding the original 813 images to 2, 000 images and effectively mitigating the risk of overfitting. The ASF multi-scale fusion module and MCAttn dynamic attention mechanism were introduced into the YOLOv8 neck network, enhancing the model’s ability to resolve multi-scale features and fuzzy boundaries of leakage areas through cross-layer feature interaction and adaptive weight allocation. A multi-task joint optimization framework integrating VFL classification loss, DFL distribution focal loss, and an improved CIoU geometric loss was designed to achieve task alignment between classification confidence and localization accuracy. 【Results】 The results show that the improved model achieves a mean average precision (mAP@0.5) of 77.0%, which is 5.6% higher than that of the original YOLOv8, along with an 8.0% increase in recall and an inference speed of 42.4 FPS. The algorithm was applied to leakage detection projects at Maoshan earth-rockfill dam and Fengcheng geomembrane core-wall dam, where the segmentation results exhibited over 95% spatial overlap with manual interpretation. 【Conclusion】 This verifies the effectiveness and robustness of the proposed model in practical engineering, providing a new intelligent technical approach for dam leakage identification based on high-density electrical method.
Shale Lithofacies Characteristics and Distribution Patterns of High-Quality Lithofacies under Astronomical Cycle Constraints: A Case Study of the Second Member of the Kongdian Formation in the Cangdong Sag
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606061
Abstract:
【Objective】The lacustrine shale of the second member of the Kongdian Formation (Ek₂) in the Cangdong Sag, Bohai Bay Basin, is characterized by complex lithofacies types and strong heterogeneity, and the distribution patterns of high-quality lithofacies and shale oil sweet spots remain unclear. To improve the accuracy of lithofacies identification and the reliability of sweet-spot prediction in lacustrine fine-grained deposits, this study uses data from Well Guan 108-8 and surrounding wells to investigate shale lithofacies assemblages and the distribution of high-quality lithofacies under astronomical-cycle constraints. 【Methods】Core observations, thin-section identification, X-ray diffraction (XRD), X-ray fluorescence (XRF), well-log data, and organic geochemical data were integrated. The natural gamma-ray log was selected for cyclostratigraphic analysis to establish a high-resolution isochronous stratigraphic framework. A random forest algorithm was applied to predict mineral compositions and quantitatively identify lithofacies. In addition, reservoir quality, oil-bearing property, oil mobility, and fracability were jointly considered to evaluate favorable shale oil sweet-spot intervals and areas. 【Results】The results show that the Ek₂ shale records relatively stable astronomical signals, including the 405-kyr long eccentricity, ca. 100-kyr short eccentricity, ca. 38-kyr obliquity, and ca. 18-kyr precession cycles. The optimal sedimentation rate is 17.2 cm/kyr, and the target interval can be divided into six fourth-order sequences and 25 fifth-order sequences. Based on ternary mineral classification, three major lithofacies types and nine subtypes were identified, including felsic shale, mixed shale, and calcareous-dolomitic shale. Taking the ca. 38-kyr obliquity cycle as the basic division unit, three types of lithofacies assemblages were further recognized: laminated mixed–calcareous-dolomitic shale assemblage, laminated mixed–felsic shale assemblage, and laminated mixed–felsic–calcareous-dolomitic shale assemblage. The short-eccentricity cycle regulated the alternation between warm-humid and relatively dry-cold climatic conditions, thereby affecting terrigenous input, lake-water chemistry, and organic matter enrichment. During short-eccentricity maxima, terrigenous clastic and organic matter input increased, B-type and C-type lithofacies assemblages were well developed, and TOC and S1 contents were relatively high. In contrast, during short-eccentricity minima, carbonate precipitation was enhanced, and A-type lithofacies assemblages became dominant. The sweet-spot intervals mainly developed from the middle to late stage of the expanding systems tract to the early stage of the highstand systems tract. They are mainly hosted by organic-rich felsic shale and mixed shale, with a single sweet-spot interval reaching a thickness of up to 12.7 m. 【Conclusion】The formation and distribution of high-quality shale in the Ek₂ of the Cangdong Sag were jointly controlled by short-eccentricity-scale climatic cycles, lithofacies assemblage types, and tectono-paleogeomorphology. During short-eccentricity maxima, the transition zone from the deep sag to the gentle slope was characterized by moderate terrigenous input, strongly reducing conditions, and relatively high felsic mineral content, making it the most favorable area for the development of organic-rich B- and C-type lithofacies assemblages and Class I–II shale oil sweet spots. This understanding provides a refined geological basis, constrained by astronomical cycles, for shale oil sweet-spot prediction and favorable area selection in continental lacustrine basins.
A Study on the mechanisms, prediction, and pressure influence of bedding fractures in deep shale
KOU dongqin, YIN Shuai, LIANG Chen, WANG Ruyue
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607014
Abstract:
The degree of bedding fracture development in shale oil reservoirs directly affects reservoir storage capacity and fluid flow capability. However, the genetic mechanisms of these fractures remain poorly understood, and their relationships with formation pressure and productioninduced pressure drawdown are unclear, hampering the optimization of sweetspot identification and development strategies. In this study, using welllog data and core observations from multiple overpressured horizontal wells in a faulted lacustrine basin in eastern China, we apply the ΔlgR method to estimate total organic carbon (TOC) content, employ R/S rescaled range analysis to compute second derivatives of logging parameters for enhancing fracture responses, establish a prediction index Q for bedding fracture density, and adopt the organicmattercorrected Eaton method to derive the formation pressure coefficient. The influence of bedding fractures on formation pressure and production drawdown is also examined. The results show that: (1) Sensitivity analysis identifies gamma ray (GR), acoustic transit time (AC), compensated neutron (CNL), density (DEN), resistivity (RT), and TOC as sensitive parameters. The predicted index Q correlates well with coreobserved bedding fracture density, yielding an average match rate of 80%. (2) Bedding fracture development is predominantly controlled by hydrocarbongeneration overpressure, with lamina interfaces serving as natural mechanical weak planes, and is jointly governed by lithology, organic matter content, and lamina texture. (3) Bedding fracture density is positively correlated with the formation pressure coefficient; when the density exceeds 15 fractures/m, the pressure coefficient is generally above 1.4 and its increase tends to level off. (4) Under comparable fracturing and production conditions, areas with high bedding fracture density exhibit a relatively low pressure decline rate at the early development stage, whereas areas with low density show a more rapid pressure drop. (5) Highdensity areas not only develop complex hydraulic fracture networks but also provide more favorable conditions for proppant placement, enhancing the fracture system's resistance to closure under confining pressure and thereby effectively retarding reservoir energy depletion.
WANG Jiangsi, , GAN Haonan
, Available online  , doi: 10.19509j.cnki.dzkq.tb202607024
Abstract:
Medium–high temperature geothermal systems with high fluoride contents are widely hosted in the Yingzhou–Xincun area of Lingshui, southeastern Hainan Island. However, the genetic mechanism of negative coupling between fluoride and salinity remains unclear, which restricts the refined exploitation of regional geothermal resources. In this study, multiple approaches including hydrochemical analysis, isotopic tracing and hydrogeochemical modelling were integrated to systematically investigate the genesis and spatial distribution of geothermal fluids from three geothermal fields in the study area. The main results are summarized as follows: (1) The geothermal system in the study area is a fractured granite geothermal reservoir developed in Mesozoic granites and controlled by the deep Jiusuo–Lingshui Fault. Geothermal fluids are recharged by meteoric precipitation from low hills in the northern part, with recharge elevations of 989–1128 m, groundwater residence ages of 3519-13304a, and reservoir temperatures ranging from 130 to 165°C. Reservoir temperatures exhibit a spatial pattern of higher values inland and lower values near the coast.(2) The maximum total dissolved solids (TDS) of geothermal water reaches 2600 mg/L, and the high salinity is not derived from modern seawater intrusion; TDS increases gradually from inland to coastal zones. Salinity is jointly controlled by deeply sequestered paleo-marine fluids and secondary soluble salts produced by silicate mineral leaching of granites. Cation exchange reactions further enhance the spatial differentiation of groundwater salinization.(3) Fluoride (F-) concentrations in geothermal water range from 2.6 to 12.8 mg/L, showing a decreasing trend from inland to coast. Calcium ion activity is the dominant factor controlling fluoride enrichment, bicarbonate (HCO₃-) acts as a secondary factor, and temperature exerts a synergistic promoting effect. Mixing of Ca-rich paleo-marine fluids triggers fluorite precipitation, which is the critical factor leading to low fluoride concentrations in coastal areas. This process ultimately results in significant negative coupling between F⁻ and TDS/Cl⁻ across the entire study area.(4) Combined with pumping test data and reservoir temperature calculation results, the study area is classified into high-temperature zones for geothermal power generation (Gaofeng and Hongxie) and medium-temperature zones for comprehensive geothermal utilization (Xincun). A zonal differentiated exploitation strategy and corresponding engineering protection schemes are proposed in view of the special hydrochemical characteristics of high fluoride, high salinity and high calcium.This study clarifies the hydrogeochemical mechanism responsible for negative fluoride–salinity coupling in coastal granite geothermal systems, fills the research gap of coastal granite geothermal systems on Hainan Island, and provides theoretical support for the sustainable exploitation of high-fluoride and high-salinity geothermal resources along coastal South China.
ZHOU Xianxi, CHANG Ming, GONG Chengliang, XIE Minggang, WU Yinliang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606034
Abstract:
[Purpose] The selection of positive and negative samples is an important factor affecting landslide susceptibility assessment. To address the insufficient representativeness of positive samples and the uncertainty associated with random negative sample selection, this study constructs a landslide susceptibility assessment method oriented toward training sample optimization and validates it in the Lianghekou Reservoir area of the Yalong River.[Methods] First, SBAS-InSAR technology was used to obtain surface deformation information in the reservoir area, and a landslide inventory was constructed by integrating historical landslide records and remote sensing interpretation results. On this basis, training samples were optimized and selected. Positive samples were screened according to the comprehensive similarity between pixels within landslide polygons and typical landslide-conditioning environmental features, so as to retain samples that better represent landslide-prone environments. Negative samples were selected from InSAR low-deformation areas and information-value-model low-susceptibility areas to reduce the risk of incorrectly selecting potentially susceptible areas as negative samples. Then, XGBoost and LR models were constructed under different combinations of positive and negative samples, and their susceptibility assessment results were compared. [Results] A total of 109 potential landslides were identified in the study area, with a total area of 18.9 km², accounting for 2.5% of the study area. Compared with full-pixel sampling within landslide polygons and centroid-point sampling, positive sample screening based on comprehensive similarity reduced sample redundancy while preserving typical landslide-conditioning characteristics, resulting in better model prediction performance. Compared with random sampling outside landslide polygons, selecting negative samples from InSAR low-deformation areas and information-value-model low-susceptibility areas improved model prediction performance. According to the comparative analysis of ROC curves and susceptibility index distribution characteristics, the XGBoost model using comprehensive-similarity-screened positive samples and information-value-model low-susceptibility negative samples performed best, with an AUC value of 0.962. [Conclusion] Representative screening of positive samples within landslide polygons, together with constrained negative sample selection, helps improve training sample quality and model prediction accuracy. The results can provide a reference for landslide disaster prevention and mitigation in reservoir areas and for training sample construction in landslide susceptibility assessment.
Strength Evolution Characteristics of Frozen Soil Based on Laboratory Vane Shear Tests
xie tong, ZHU Honghu, WU Bing, TAN Daoyuan, YAN Dumin, , CAO Dingfeng
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603046
Abstract:
【Objective】To elucidate the evolution of shear strength and the brittle failure characteristics of soil during freezing, laboratory vane shear tests were performed on fine-grained sandy soil collected from Nyingchi, Tibet.【Methods】Under a constant freezing temperature of −8°C, specimens with initial gravimetric water contents of 5%, 9%, and 13% were prepared. Different volumetric ice contents were achieved by controlling the freezing duration. The evolution of ice content was determined from monitored temperature and unfrozen water content, and peak strength, residual strength, and brittleness index were derived from the shear strength-rotation angle curves obtained from the vane shear tests.【Results】The shear strength of the specimens increased continuously with freezing time, corresponding to the increase in ice content. Peak strength increased significantly more than residual strength, resulting in a progressively wider gap between the two and increasingly pronounced post-peak softening. Accordingly, the failure mode evolved gradually from progressive deformation to a more distinct brittle response. The brittleness index exhibited an overall upward trend with increasing ice content, indicating that higher ice content markedly intensified post-peak strength degradation and brittle failure characteristics in frozen soil. Under the present test conditions, peak strength occurred predominantly within a rotation angle range of 20°~30°, which may provide a useful reference interval for peak-strength identification and result interpretation in laboratory vane shear tests on frozen soil.【Conclusion】Ice content is a key factor governing the evolution of shear strength, post-peak softening, and brittle failure characteristics of frozen soil. Laboratory vane shear tests can effectively characterize the full-process evolution of frozen-soil strength.
Zircon U-Pb Geochronology and Metallogenic Implications of porphyry bodyin Nanshanchachang , Southeastern Hubei Province
ZHANG Xiaobo, ZHOU Runjie, ZHOU Bao, CHENG Xiaozeng, QIN Zhijun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605049
Abstract:
【Objective】 The Nanshanchachang area is located in the southern part of the Edongnan ore district and on the western margin of the Yinzu pluton, which has become a key prospecting area in southeastern Hubei in recent years.Multiple small porphyry bodies accompanied by favorable mineralization phenomena have been newly discovered in this area.Nevertheless, few studies have been carried out on the geochronology, geochemical characteristics and metallogenic potential of the small porphyries in this area. 【Methods】This study conducts a systematic zircon geochronology and geochemistry investigation on granodiorite porphyry and quartz diorite porphyry developed in the area. 【Results】The results show that the weighted mean zircon U–Pb ages of the two intrusions are 141.5 ± 1.1 Ma and 140.9 ± 1.5 Ma, respectively, which are consistent with the mineralization ages of Cu polymetallic deposits in the Edongnan ore district. Zircon Lu-Hf isotopes yield εHf(t) values of –11.87 to –9.2 and –11.1 to –8.89, suggesting that the magma source is similar to that of the regional ore-forming intrusions, mainly derived from an enriched lithospheric mantle with crustal contamination during evolution. Zircons from granodiorite and quartz diorite porphyries display Eu/Eu* values of 0.69–0.78 and 0.67–0.80, Dy/Yb ratios of 0.18–0.27 and 0.18–0.24, 10000×(Eu/Eu*)/Y values of 4.59–8.66 and 4.98–12.40, and (Ce/Nd)/Y ratios of 0.001–0.004, comparable to zircons from ore-related intrusions in the Edongnan Cu polymetallic deposits. Zircon Ti-in-thermometer estimates yield crystallization temperatures of 678–775 °C and 708–774 °C.【Conclusion】Combined with zircon geochemistry, the calculated ΔFMQ values (+0.34 to +1.84 and +0.46 to +1.52) indicate that the magmas had relatively high oxygen fugacity.Such hydrous and oxidized magmatic conditions are favorable for suppressing early sulfide saturation and facilitating the late-stage enrichment and migration of chalcophile elements such as Cu, Mo, and Au. Integrating geochronological, isotopic, and geochemical evidence, the Nanshanchachang small intrusions exhibit typical ore-related porphyry characteristics with significant mineralization potential. Future exploration should focus on deep verification in structural intersections and carbonate contact zones to achieve breakthroughs in mineral exploration.
Microscopic Evolution and Static Characteristics of Granite Residual Soil under Wet-Dry Cycles Conditions
ding qingfeng, CHEN Yang, LIN Peiyuan, YANG Xiangyun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605009
Abstract:
【Objective】The existing studies mostly focus on short-term dry-wet cycles, which makes it difficult to reveal the long-term cumulative effects and the influence of fine particle migration. This paper takes the granite residual soil in Zhuhai as the research object, and studies the strength characteristics and microstructure evolution laws of soil with different fine particle contents under the long-term dry-wet cycling conditions.【Methods】Prepare reconstituted specimens with fine particle contents of 10%, 30%, and 50%. Conduct 1 to 100 dry-wet cycle tests and saturated unconsolidated undrained triaxial tests. Combine scanning electron microscopy (SEM) and Image-Pro Plus (IPP) aperture statistical methods to analyze the changes in the soil's microstructure.【Results】The results show that short-term wet-dry cycles (≤10 cycles) generally induce structural loosening, pore enlargement, and a shift in pore-size distribution toward larger pores, leading to an overall reduction in shear strength and cohesion. Under long-term wet-dry cycling (≥50 cycles), pore sizes are redistributed, and the strength gradually tends to stabilize, with a certain degree of recovery observed in some cases relative to the level after the first cycle. Shear strength increases with confining pressure and fine particle content, whereas its variation with cycle number is overall non-monotonic and jointly governed by fine particle content and confining pressure. The granite residual soil exhibits stage-dependent strength evolution under long-term wet-dry cycling, which is associated with pore redistribution and local structural reorganization. The variation in cohesion is generally consistent with that of shear strength, and the critical fine particle content is preliminarily estimated to lie between 30% and 50%. The internal friction angle generally increases with fine particle content and remains relatively stable during the long-term cycling stage.【Conclusion】Granite residual soil exhibits distinct staged strength evolution characteristics under the long-term influence of dry-wet cycles. Its essence is closely related to the reorganization of pore structures and the regulatory effect of fine particles. The research results can provide a basis for the long-term stability analysis and the determination of strength parameters of coastal granite residual soil slopes.
Evaluation and Significance of Porosity Measuring techniques for Laminated Shales in the Dongying Sag
ZHANG Kuihua, LI Junliang, LIU Yue, WANG Weiqing, LI Chuanhua, YANG Huaiyu, TENG Jianbin, LIU Xinjin, ZHANG Shun, HAN Yuanjia, DONG Tian
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605050
Abstract:
Laminated shales are extensively developed in the fourth member of the Paleogene Shahejie Formation (Es₄) within the Jiyang Depression, Bohai Bay Basin. Studies suggested that accurate measurement and effective evaluation of porosity in shale reservoirs are crucial for shale oil resource assessment and sweet spot prediction. This study focuses on the upper sub-member of Es₄ (Es₄ˢ) laminated shales in the Dongying Depression. Building upon an evaluation of their basic geological characteristics, we employed an integrated experimental approach including scanning electron microscopy (SEM), nuclear magnetic resonance (NMR), low-temperature nitrogen adsorption (LTNA), heliμm porosity, and high-pressure mercury intrusion capillary pressure (MICP) analyses. This study clarifies compares different porosity testing methods and the influence of experimental conditions on porosity measurements. Shale in this study area is predominantly composed of mixed shale facies, including organic-rich laminated clay-rich mixed shale, organic-rich laminated carbonate-rich mixed shale, and organic-bearing laminated clay-rich mixed shale. The main pore types observed in the Es4 shales of the Dongying Depression are intergranular pores, intercrystalline pores, clay interlayer pores, and dissolved pores. Shale oil primarily occurs within intergranular pores, intercrystalline pores, and micro-fractures. The comparison of multiple porosity measurement methods shows that: crushed-sample helium density method > GRI method > core-plug helium density method ≈ water-saturated NMR method ≈ oil-saturated NMR method > alcohol method > high-pressure mercury intrusion method. Among them, the crushed-sample helium density method yields the highest total porosity, and its experimental conditions are optimized. For porosity determination, rock samples should be crushed to 200-mesh and subjected to ternary solvent extraction for at least 3 days. The extracted samples should be dried at temperatures ≥100°C, with drying at 140°C or above being implemented to ensure thorough removal of residual fluids. The equilibration time for heliμm pycnometry measurements should be set at 10 minutes. The comprehensive application of the above experimental conditions can obtain the maximum total porosity value. This study provides an effective methodological basis and data support for the accurate determination of total porosity in continental laminated shale reservoirs.
Response characteristics of grouting-induced ground heave and evolution of grout diffusion patterns in soft stratum
tian yuqian, CHANG Dan, LIU Jiankun, YAN Yihui, TANG Maojie, HUANG Qingfei
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605045
Abstract:
[Objective] Grouting technology is an important ground improvement method in underground engineering and plays a significant role in enhancing foundation bearing capacity and improving the mechanical properties of soft soils. However, grout diffusion within the soil may disturb the original in-situ stress equilibrium, thereby inducing soil deformation and ground heave, which may pose potential risks to surrounding buildings, structures, and underground engineering works. [Methods] This study conducted a series of laboratory model tests to systematically investigate the effects of grouting pressure, burial depth, and water-cement ratio on ground heave response. In addition, three-dimensional reconstruction technology was employed to analyze the morphological characteristics of grout bodies, and the relationship between grout body morphology evolution and grout diffusion patterns was further explored. [Results] The results indicate that the heave evolution can be divided into three stages: initial stress accumulation, rapid uplift, and subsequent rebound or stabilization. The heave is primarily concentrated near the grouting center and attenuates with increasing radial distance. Increasing grouting pressure markedly enhances the maximum heave, whereas greater burial depth suppresses its development. Under a constant grouting pressure of 300 kPa, as the water-cement ratio increases from 0.3 to 0.9, the maximum heave exhibits a non-monotonic trend, first increasing and then decreasing. Three-dimensional reconstruction further reveals that the grout diffusion pattern transitions from compaction-dominated to fracture-dominated with increasing water-cement ratio. [Conclusion] These findings contribute to a better understanding of the quantitative relationship between grouting parameters and ground heave, as well as the evolution of grout diffusion patterns, and provide a theoretical basis for parameter optimization in underground grouting engineering.
Simulation study on the temporal dynamics of surface soil moisture in the Kubuqi Desert based on multiple soil hydraulic parameter schemes
wang jing, wang haixia, liu yujia, zhou jieliang, SUN Ziyong, HU Shun, WANG Yunquan
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606015
Abstract:
【Objective】The Kubuqi Desert is located in the transition zone between arid and semi-arid climates, where surface soil moisture is characterized by pulse-like recharge, rapid depletion, and pronounced seasonal variability. These dynamics play a critical role in regulating vegetation restoration, ecosystem stability, and regional hydrological processes. Land surface models provide an effective approach for obtaining spatially continuous and temporally resolved estimates of soil moisture dynamics. However, the selection of soil hydraulic models and associated parameterization schemes can substantially influence simulated soil moisture behavior.【Methods】In this study, we focused on the Kubuqi Desert and used the Noah-MP 5.0 land surface model driven by ERA5-Land meteorological forcing data from 2017 to 2024, together with SMAP surface soil moisture products, to evaluate the effects of different soil hydraulic parameterization schemes. Four simulation experiments were designed, including the Clapp–Hornberger lookup-table scheme, VGM-Rosetta3, VGM-SPINN, and VGM-SPTF. We systematically examined their impacts on the overall simulation of surface soil moisture, seasonal variations, interannual trends, and grid-scale model performance.【Results】The results indicate that soil hydraulic parameterization schemes exert a substantial influence on the simulated temporal dynamics of surface soil moisture in the Kubuqi Desert. Different schemes considerably affect the model’s ability to reproduce mean soil moisture conditions, seasonal amplitude, the timing of peak soil moisture, and interannual variability.【Conclusion】These differences further influence the simulated responses of surface soil moisture to rainfall pulses and subsequent soil water redistribution processes.
Research on Key Technologies and Methods for Early Landslide Detection using Domestic LuTan Satellite InSAR
chen shijie, YANG Yinghui, XU Qiang, lai siyu, XU qian, CHEN Qiang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604064
Abstract:
  This study focuses on the early identification technology of landslide hazards using domestic LT-SAR satellite images and analyzes typical technical challenges encountered in InSAR-based landslide recognition.
  First, the importance of multi-look processing of LT-SAR data is discussed, exploring the balance between noise suppression and spatial resolution through multi-look factors. The optimal multi-look factor parameters for LT-SAR images are obtained. Furthermore, the impact of interferogram filtering window on deformation extraction accuracy is analyzed, revealing that the optimal filtering window can effectively suppress interference noise while preserving deformation information. The study also shows that performing atmospheric correction on the InSAR interferogram layer first, followed by terrain-related atmospheric correction, can effectively reduce atmospheric noise and enhance deformation extraction accuracy, avoiding the propagation of phase unwrapping errors. In addition, the paper examines the optimal sequence of InSAR processing steps, finding that correcting external atmospheric errors in the interferogram, followed by orbit error correction, and finally terrain-related atmospheric correction, constitutes the best processing sequence. Finally, a landslide-prone area in the middle and lower reaches of the Minjiang River is used as a case study. Based on optimal and reference parameter sets, early landslide identification experiments using LT-SAR satellite data are conducted, validating the effectiveness and applicability of the optimal parameter set.
  The results of this study propose an effective InSAR-based landslide recognition strategy for domestic LT-SAR satellite data, contributing to enhancing the application capability of domestic LT-SAR satellite data in early landslide hazard identification and providing valuable references for related scientific research and engineering practice.
A Ground Settlement Prediction Model for Shield Tunneling in Sandy Strata Incorporating Depth-to-Diameter Ratio and Density
ZOU Deqiang, MENG Jiangtao, DENG Jun, LI Jingpeng, CUI Haolei, XIE Jiren
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602011
Abstract:
【Objective】The classical Peck formula exhibits limited accuracy in predicting ground settlement induced by tunneling in sandy strata, primarily due to its neglect of key influencing factors.【Methods】To address this limitation, this study conducted a series of orthogonal physical model tests to investigate shield tunneling-induced settlement. The experiments were designed with varying sand densities (1.35, 1.40, 1.45 kg/dm³) and tunnel depth-to-diameter ratios (C/D = 0.6, 1.2, 1.8, 2.4, 3.0). Ground loss was simulated using a combination of concentric tubes (outer diameter D=11cm; inner diameters of 3cm and 9cm). High-resolution 3D laser scanning was employed to capture surface settlement cloud data. Based on the experimental results, the Peck formula was inversely modified, leading to a new predictive model that incorporates the depth-to-diameter ratio as a key factor.【Results】The findings indicate: (1) Settlement trough geometry is significantly influenced by the coupling effect of sand density and depth-to-diameter ratio, with the latter being the dominant controlling factor. (2) The revised model demonstrates superior performance, reducing the relative error in predicting maximum settlement to within 10% across various scenarios, a marked improvement over the original formula. (3) Even under over-excavation conditions, the new model maintains a stable prediction error within 20%.【Conclusion】This study confirms that the proposed model, which accounts for the depth-to-diameter ratio, can effectively predict settlement trough characteristics in sandy strata and provides a more reliable theoretical basis for shield tunneling engineering.
Analysis of Oil Source of Oil Sands in Yanghugou Formation in Yindongzi Area, Ordos Basin
SHI Keai, ZHANG Xiaolei, JIA Lianqi, JING Xianghui, FAN Changyu, GUO Jiankang, LIU Shunyu, ZHENG Ruining, JIANG Chunxu
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602017
Abstract:
【Objective】The origin of crude oil in the oil sands of the Carboniferous Yanghugou Formation in the Yin Dongzi Area, southern segment of the western margin of the Ordos Basin, remains controversial. This study aims to investigate the source of crude oil in the Yanghugou Formation oil sands and provide theoretical support for the further advancement of oil and gas exploration in the region.【Methods】Systematic analyses of carbon isotopes and biomarker characteristics were conducted on oil sand and source rock samples from the Taiyuan Formation, Yanghugou Formation, and Wulalike Formation in the study area.【Results】①The Yanghugou Formation oil sands exhibit a distinct UCM hump, and the carbon isotope profiles of the group components show inversion, indicating that the reservoir has undergone biodegradation. ②The UCM hump coexists with intact n-alkanes; the δ13C of the asphaltene fraction is from -29.83‰ to -27.52‰, suggesting a mixture of marine crude oil and coal-derived oil; The sterane isomerization parameters C29ββ/(αα+ββ) and C2920S/(20S+20R) range from 0.52 to 0.56 and 0.49 to 0.54, respectively, while Rob (F1) ranges from 0.96% to 1.27%, and Rob (F2) ranges from 0.86% to 1.08%. These parameters indicate differences in maturity and suggest that the Yanghugou Formation oil sands are a mixture of marine crude oil and coal-derived oil at different maturities. ③Using parameters such as terpane and sterane series compounds, which are less affected by biodegradation, oil sands from the Yanghugou Formation and source rocks were classified under the same maturity conditions. The results suggest that the Yanghugou Formation oil sands are primarily sourced from the Wulalike Formation source rocks, with minor contributions from the Type I coal-measure source rocks in the Yanghugou Formation, as defined in this study.【Conclusions】This study, through carbon isotope and biomarker analyses, concludes that the Yanghugou Formation oil sands are a mixture of marine crude oil from the Wulalike Formation and coal-derived oil from the Yanghugou Formation. The study eliminates the influence of biodegradation, enhancing the reliability of the results and providing new insights for oil and gas exploration in the southern segment of the western margin of the Ordos Basin.
ZENG Qiang, SONG Tianxiang, DONG Yunjia, LI Bing, SHI Zhihan
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604025
Abstract:
Taking the outlet section of the right-bank tailrace tunnel at the GS Hydropower Station as the engineering background, this study investigates the instability mechanism and evaluation method of surrounding rock in a thin-layered anti-dip carbonaceous slate by integrating field investigation, theoretical analysis, physical model testing, and 3DEC numerical simulation. The anti-dip layered rock mass is simplified as a superposed thin-plate system, and a mechanical model and corresponding criterion for tensile-flexural failure of rock layers are established. Physical model tests of tunnel excavation under biaxial loading are conducted for foliation dip angles of 40° and 60°, together with distributed fiber optic sensing, digital image correlation, and acoustic emission monitoring. The results reveal a progressive failure process characterized by crack initiation, damage accumulation, through-crack formation, and tensile-flexural toppling instability. Under the present test conditions, the 60° model exhibits earlier crown spalling, faster development of reverse step-shaped through-cracks along the sidewalls, and more severe block detachment than the 40° model, indicating that a larger foliation dip angle is more unfavorable to surrounding rock stability. The calculated results obtained from the proposed criterion are basically consistent with the timing of through-crack development observed in the physical model tests. The 3DEC simulations reproduce the crack initiation positions, propagation paths, and toppling failure characteristics of the surrounding rock, showing good agreement with both the physical model tests and field observations. The results indicate that the instability of thin-layered anti-dip surrounding rock is mainly controlled by the tensile-flexural effect of rock layers, while the foliation dip angle and post-excavation constraint conditions are key factors affecting stability. The study can provide a reference for stability evaluation and support optimization of hydraulic tunnels under similar geological conditions.
Research on Intelligent Evaluation of Embankment Hazard Prone Areas Based on Multi-scale Section Unit Division
GAN Xiaoyan, SHI Lei, AO Yuefei, HU Sijun, JIA Zhuo, LIU Bo
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605024
Abstract:
As a key infrastructure in the flood control and disaster reduction system of river basins, the existing risk prevention and control units of embankment projects are mismatched with their linear engineering spatial forms, making it difficult to achieve precise spatial quantification of potential risks in different sections of the embankment. [Objective] To improve the accuracy of identifying the spatial distribution pattern of potential vulnerable sections, [Method] an evaluation unit division method along the embankment axis line with multiple scales was proposed by introducing the vulnerability evaluation modeling paradigm. Taking the typical embankment in Poyang Lake area as an example, an embankment risk vulnerability evaluation model was constructed, and the prediction performance of five spatial resolution scales (10 m, 15 m, 20 m, 40 m, and 2000 m²) and two machine learning models (RF and SVM) was systematically compared. [Result] The results show that: (1) The prediction results of embankment risks are highly sensitive to the spatial scale of the evaluation units, and the prediction accuracy is significantly positively correlated with the refinement of the units; (2) When dealing with multi-source structured data, the RF model, with its ensemble learning mechanism and strong nonlinear fitting ability, has significantly better overall prediction accuracy and robustness than the SVM model. (3) The RF-10m model has the best performance, with an AUC value of 0.952 and an accuracy rate of 92.29%, and the spatial distribution of the vulnerability index is more reasonable, with the highest spatial matching degree between the extremely high and high vulnerability areas and the historical risk sections. [Conclusion] Vulnerability evaluation can be effectively applied to the identification of embankment risks. Fine segmentation along the embankment axis line and coupling with high-performance machine learning models can significantly improve the evaluation accuracy, providing scientific support for embankment risk early warning and disaster reduction planning.
Fabrication of rock foundation materials and uplift test of model foundation based on similarity theory
zhang wenxiang, zhang haolan, chen donghuang, wang junjie, XI Banglu, YANG Jiaqiang, ZHANG Zhenhua
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604007
Abstract:
[Objective] he excavation-anchored composite foundation is widely applied in transmission line towers for layered foundations consisting of overlying fully/strongly weathered rock and underlying weak/medium weathered rock. To further investigate its load-bearing performance and load-sharing evolution patterns under uplift-horizontal composite loads, this study conducted experimental investigations to reveal its mechanical behavior and failure modes.[Methods] Using rock-like materials with varying proportions, an indoor stratified foundation model was constructed featuring "overlying strongly weathered rock and underlying moderately weathered rock." Bearing tests were conducted on excavation-anchor composite foundations under vertical uplift loads and combined vertical uplift-horizontal loads to analyze load-sharing evolution patterns and foundation failure mechanisms.[Results] Experimental results demonstrate: (1) The composite foundation system combining excavation and anchor reinforcement exhibits approximately 32% higher bearing capacity compared to excavation-only foundations. The deep anchoring effect of anchor rods promotes horizontal expansion of failure surfaces, thereby expanding the soil's load-bearing capacity range. (2) Under combined horizontal and uplift loads, the system demonstrates about 11% greater load-bearing capacity than pure uplift scenarios. The horizontal load alters stress paths, effectively mobilizing anchor rod forces to enhance structural integrity. Anchor load ratios initially range from 65%-70%, subsequently decreasing to 20%-30% due to stiffness differential-induced load transfer dynamics: initial high anchor stiffness leads to preferential load distribution, followed by lateral friction resistance from excavation foundations, with anchor rods ultimately maintaining stability through ductile deformation. [Conclusions] The excavation-anchor composite foundation effectively enhances bearing capacity and adapts to composite loads. The load-sharing evolution reveals the synergistic mechanism between anchor rods and foundation, providing theoretical support and engineering application references for layered foundation design.
Evaluation Model for Synergistic Carbon Sequestration Effect of SAGD Enhanced Recovery and CO2 Geological Storage in Oil Sands of Block M, Canada
LIN Lin, zhou jiuning, gao yongqi, lü junchen, qin zengming, yan guanghan, WANG Kangjun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605047
Abstract:
Taking the heavy oil reservoir in Block M of the Athabasca oil sands in Alberta, Canada, as an example, conventional Steam-Assisted Gravity Drainage (SAGD) technology faces issues such as severe heat loss and excessively high cumulative steam-to-oil ratio (cSOR). [Methods] This study employs the CMG-STARS numerical simulation method to compare three injection approaches: conventional SAGD, CO2-steam co-injection, and CO2-steam alternating injection. The analysis focuses on the steam chamber expansion characteristics, production dynamics, and CO2 sequestration efficiency under different injection strategies. [Results] The results demonstrate that in the oil sands reservoir of Block M, CO2-steam alternating injection facilitates the accumulation of CO2 at the top of the steam chamber, forming an insulating layer that effectively suppresses gas channeling and reduces heat loss caused by steam override. This approach increases the steam chamber volume by 13.24%, achieving a final recovery factor of 80.61%, which is 33.38% higher than conventional SAGD and 40.35% higher than co-injection. Furthermore, compared to the gas injection rate, the injection pressure has a more significant impact on production enhancement. The optimal operational parameters were determined to be an injection pressure of 3.0 MPa and a gas injection rate of 250 m3/d. Further research confirms that CO2-assisted SAGD achieves efficient CO2 geological sequestration through multiple mechanisms, including dissolution trapping, residual gas trapping, and mineral trapping. After 20 years of post-injection shut-in, the vertical sweep of gaseous CO2 is more extensive, with a more uniform spatial distribution, and the sequestration volume increases by 26.11% compared to the co-injection scenario. [Conclusion] This study provides fundamental theoretical guidance for enhancing oil sands SAGD production and CO2 geological storage.
 
LIU Jiakun, LI Liang, XIAO Shan, HE Keqiang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202606022
Abstract:
[Objective]Traditional rainfall stability analyses of tailing dams often fail to capture the randomness of actual rainfall processes. To address this issue, a fragility-curve-based method is proposed for safety assessment of tailing dams during the flood season, with the aim of probabilistically characterizing the stability risk of tailing dams under random rainfall conditions.[Methods]Within the framework of unsaturated seepage analysis and limit equilibrium theory, a bounded random cascade model was introduced to simulate random rainfall processes. The generated rainfall time series were then applied as rainfall boundary conditions in Geo-Studio for unsaturated seepage and stability analyses. Three stability limit states were defined according to relevant specifications and engineering experience. The exceedance probabilities of these limit states were calculated under different combinations of rainfall duration and cumulative rainfall, and the corresponding fragility curves for flood-season safety assessment of tailing dams were established.[Results]The obtained fragility curves exhibited typical S-shaped characteristics. As rainfall duration increased, a larger cumulative rainfall was required to reach the same exceedance probability. Under the same cumulative rainfall condition, the exceedance probability of each limit state decreased with increasing rainfall duration. The analysis of actual rainfall events further showed that the proposed method can quantify the probability of a tailing dams reaching different stability limit states during continuous rainfall.[Conclusion]The proposed method, which combines the bounded random cascade model with fragility curves, can effectively describe the influence of random rainfall processes on tailing dams stability and provide a probabilistic evaluation of dam safety under different rainfall scenarios. In addition, by incorporating the recovery time Tr, the method can be further applied to dynamic safety assessment of tailings dams under intermittent rainfall conditions.
3D Geological Modeling Method for Shale Reservoirs under Sparse-Well Conditions: A Case Study of the Qintong Sag
LI Shengze, , WEI Kailong, GUO Zhi, GAO Xianjun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605031
Abstract:
[Objective]To address the difficulties in three-dimensional lithofacies modeling of shale reservoirs under sparse-well conditions, including insufficient lateral constraints between wells, difficulty in constructing representative three-dimensional training images, and non-orthogonal spatial distribution of interwell structures, a three-dimensional lithofacies modeling method constrained by non-orthogonal connected-well sections is proposed.[Methods] Taking the F2-2 Member shale reservoir in the Qintong Sag as an example, well lithofacies data were first discretized into a three-dimensional model. Two-dimensional interwell sections were then constructed by extracting profiles between arbitrary pairs of wells and written back into the three-dimensional model. On this basis, slice-by-slice simulation was carried out along non-orthogonal slicing paths consistent with the section directions. In addition, planar guiding points were introduced to supplement the intra-layer distribution information in weakly constrained areas, thereby forming the NCWDS three-dimensional lithofacies modeling workflow.[Results]The case study shows that the NCWDS model achieves a hard-data matching rate of 100.0% at well locations and a facies-proportion L1 deviation of 1.8736 percentage points. Compared with SIS and SNESIM, the NCWDS model has the lowest weighted mean absolute error of the vertical transition probability matrix, with a value of 0.056454. The same-facies adjacency ratios in the X, Y, and Z directions reach 98.5359%, 98.5419%, and 75.8044%, respectively. The total number of connected components, the proportion of small patches, and the proportion of isolated cells are all lower than those of the comparison models[Conclusion]The NCWDS method can better preserve the vertical stacking patterns and spatial continuity of shale reservoirs while strictly honoring well-control constraints. It also reduces the fragmentation of lithofacies distributions in weakly constrained areas, providing a methodological reference for three-dimensional lithofacies modeling of sparsely drilled reservoirs with strongly developed lamination.
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604004
Abstract:
Karst leakage is a key factor constraining the construction of pumped storage power stations in karst areas; due to the complex conditions of karst development, the tment of karst leakage is difficult, necessitating in-depth research.This study investigates the karst development characteristics and karst leakage conditions of the Guizhou Xinshui Karst Pumped Storage Power Station by employing methods of d survey and fracture measurement, hydrogeological exploration, and long-term observation of borehole water levels.Research results indicate that karstification is well-developed in the thick limestone layers of the Permian Maokou Formation (P2m) in the reervoir area, with not only well-developed dissolution fissures, solution pores, and caves, The cave encounter rate and linear karst rate reached 80% and 24.46%, respectively, There are numerous karst caves within 100 meters of the riverbed bottom, and due to the long-term flow of groundwater without significant filling, the reservoir faces a high risk of seepage around the dam and through the dam.It is necessary to take anti-seepage measures for treatment, Karst in the riverbed floor mainly develops within a range of 100 meters, so a seepage prevention treatment depth of 100 metersm foundation is sufficient.The left bank of the river is influenced by the Haiku Syncline and the Chenjiawanzi Fault, resulting in a higher degree of karst development ththe riverbed and the right bank, forming a groundwater level trough zone with conduit char. During the normal and low-water periods, the groundwater level in the low trough zone is 4-5 meters lower than the riverbed water level, and er recharges the groundwater in the low trough zone of the left anticlinal axis in reverse.After the current reservoir water level rises, the seepage into the syncline karst channel on the left bank will be further exacerbated.Reservoir karst leakage pathways are numerous and complex, making leakage prevention difficult; therefore, comprehensive seepage control treatment for the entire reservoir
3D Geological Modeling Technology for the Super-large Concealed Manganese Deposit of Daotuo, Guizhou Constrained Synergistically by Multi-source Heterogeneous Data
CAI Guorong, SHEN Hongqian, ZHANG Xialin, TIAN Yiping, LIU Jian, yang chengmei, liu runqin, HAN Yaofei, YAO Xicai, liu mingmin
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605025
Abstract:
【Objective】Aiming at the key challenges in 3D geological modeling of deep concealed manganese deposits, including insufficient multi-source data integration, lack of synergistic constraints, and difficulties in characterizing ultra-thin orebodies, this study takes the super-large fully concealed Daotuo manganese deposit in Guizhou Province as the research object. By integrating multi-source heterogeneous data such as DEM, geological mapping, drilling logs, exploration line sections, remote sensing images, and audio magnetotelluric (AMT) sounding data, an integrated 3D geological model covering the surface, strata, structures, and orebodies is constructed.【Methods】A systematic workflow was established, including standardized data processing, multi-source information synergistic constraints, and incremental simulation of ultra-thin orebodies. A total of 18 modeling units were defined, and surface fitting, topological reasoning, and Kriging interpolation were adopted to achieve accurate construction of geological bodies. Subsequently, cross-section analysis, virtual borehole verification, model dissection, and geostatistical reserve estimation were carried out.【Results】The results show that the model accurately reproduces the three-dimensional spatial structure of the study area from the surface down to an elevation of -2000 m. It clearly reveals the spatial occurrence regularities of the manganese-bearing rock series of the Datangpo Formation, Nanhua System, the F3 fault, and the stratiform orebodies. The model can effectively verify the reliability of raw data and validate the spatial relationships between structures and orebodies.【Conclusion】The proposed method significantly improves the accuracy of deep ore prospecting deployment and resource evaluation.
Study on the hydrochemical characteristics and heat-accumulation mechanisms of karst geothermal reservoirs in Pingdingshan Coalfield
NIU Zehua, LI Jiexiang, WANG Man, JIAO Huice, QIN Pei, LI Hankun
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604066
Abstract:
【Objective】Sedimentary basin-type geothermal systems host the most widely distributed and potentially vast geothermal energy resources in China. For a long time, however, there has been a lack of in-depth domestic research on the hydrochemical processes of geothermal fluids in low-to-medium temperature non-silicate reservoirs, as well as the applicability of traditional geothermometers.【Methods】Taking the Pingdingshan Coalfield as an example, based on hydrochemical data measured from 16 deep boreholes, this study investigated the hydrochemical processes of the deep karst geothermal water using hydrogeochemical approaches in combination with the in-situ hydrogeological conditions and geothermal geological background.【Results】The results demonstrate that the water-rock interaction equilibrium degree of the deep karst geothermal water in the study area is remarkably low relative to silicate minerals, indicating that traditional hydrochemical geothermometers cannot be utilized to estimate its deeper reservoir temperatures. Furthermore, the dissolution of dolomite and calcite constitutes the main source of Ca and Mg in the deep karst geothermal water in Pingdingshan. Simultaneously, hydrochemical evidence indicates that the deep geothermal water near the No.2 and No.11 coal mines may primarily originate from the direct recharge of surface water or meteoric water.【Conclusion】The geothermal anomaly zone located in the Cambrian limestone bulge area of the Pingdingshan Coalfield mainly relies on deep terrestrial heat flow for conductive heating, without any direct influence from additional heat sources such as magma. Local convection occurs within the karst geothermal reservoir, thereby forming a composite geothermal system superimposed by sedimentary strata and latent bulges. This study clarifies the hydrochemical processes of the karst geothermal water, as well as the heat sources and heat-accumulation and control mechanisms of the geothermal system in this area, which provides a crucial scientific basis for the subsequent rational development and utilization of local geothermal resources. In addition, it also enriches the applicability theories of traditional geothermometers for low-to-medium temperature non-silicate reservoirs.
3d fracture network seepage simulation of rock mass based on real terrain
SHI Chao, LI Tongtong, YAO Chi, HU Hanyu, SUN Zhejie, HE Chen
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604038
Abstract:
【Objective】 The combined use of Digital Elevation Model (DEM) and Discrete Fracture Network (DFN) enables seepage simulation of complex fractured rock masses at the regional scale, but existing methods still face significant challenges in computational mesh generation and regional-scale fracture-bedrock coupling modeling. 【Methods】Based on the Equivalent Matrix–Discrete Fracture Network (EMFN) model, a high-precision modeling method suitable for seepage analysis of fractured rock masses at the regional scale is proposed by introducing the Computational Geometry Algorithms Library (CGAL) and Constrained Delaunay Triangulation (CDT) technology. The DEM elevation data extraction process is optimized to conduct dense sampling in key areas for preserving topographic details; combined with 3D surface mesh reconstruction and fracture network generation based on geostatistical laws, a complete technical chain from original DEM data to numerical seepage calculation is realized. 【Results】The constructed computational mesh is characterized by uniform size and high topological quality. The effectiveness of the proposed model is verified by comparing its results with those of COMSOL in a typical crossed-fracture case, and the model is further applied to a seepage engineering case of a coastal mountain fractured rock mass. The modeling results show that the proposed DEM–DFN coupled model can effectively characterize the seepage field characteristics at the mountain scale: groundwater converges and discharges toward low-altitude and coastal low-lying areas along the terrain slope, and the overall hydrodynamic pattern is consistent with the regional hydrological cycle laws. 【Conclusion】The DEM mesh conversion and model adaptation technologies proposed in this paper effectively improve the modeling limitations of traditional methods under complex terrain conditions, and significantly enhance the simulation accuracy and engineering applicability of fractured rock mass seepage.
li huawei, yang guoyong, nie qianwen, WANG Yazhou
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604015
Abstract:
To accurately assess the soil water-holding capacity of urban green spaces, the topsoil from park green spaces in six cities of Henan Province was selected as the research object. Physicochemical indicators such as dry bulk density (DBD), saturated water rate (SWR), particle composition, and saturated hydraulic conductivity (Ks) were determined through field sampling. Multiple linear regression and random forest models were constructed to predict Ks, and a comprehensive evaluation of water-holding capacity was conducted by combining the entropy weight method, CRITIC method, and improved game theory-based combined weighting method. The results showed that the soil silt content in the study area was the dominant particle fraction, and significant spatial variability was observed in Ks. The random forest model exhibited the optimal prediction accuracy (R=0.979, RMSE=3.077 for the test set), while the multiple linear regression model (R=0.936, RMSE=16.40) also outperformed the classic pedo-transfer functions considerably. The combined weight results indicated that DBD (weight: 28.69%) was the primary factor affecting water-holding capacity, followed by sand content (weight: 16.90%) and SWR (weight: 15.34%). The regional water-holding capacity scores revealed that wetland and natural park areas had relatively high scores, whereas urban squares and roadside green spaces had lower scores. The prediction models and evaluation methods established in this study can provide a scientific basis for optimizing the hydrological functions and implementing hierarchical management of urban green space soils.
Spatiotemporal dynamics of water, salt, and heat in the root zone of cotton fields under mulch drip irrigation in southern Xinjiang
JIN Tong, LIU Yanfeng, ZHAO Feng, JI Haoran
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604021
Abstract:
[Objective] To investigate the soil water flow system pattern and its influence mechanism on the dynamic characteristics of soil water, salt and heat in the root zone of cotton fields under mulched drip irrigation in southern Xinjiang. [Methods] Field irrigation experiments under freshwater and brackish water conditions were conducted at the Water Conservancy Research Institute of Bayingolin Authority of Tarim River Basin, in Korla City. High frequency and high spatial resolution monitoring of soil water, salt and heat dynamics in the root zone was carried out using portable instruments and in-situ real-time monitoring devices, to analyze the soil water flow system pattern. [Results] During one irrigation period and the entire growth period, the variation trends of soil moisture under freshwater and brackish water treatments were generally consistent. The variation amplitude of soil moisture in the shallow layer (0-30 cm) was significantly higher than that in the deep layer (30-65 cm). Under the combined effects of drip emitter water supply, soil evaporation, and root water uptake, a soil water flow system structure was formed, with the drip emitter acting as the “source” and inter-mulch evaporation and root uptake as the “sink”. Soil salinity was redistributed with water movement. Influenced by plastic mulching, soil texture, and structure, salt mainly accumulated at depths of 15-30 cm beneath the mulch gaps and 5-15 cm beneath the wide rows. Soil temperature in the shallow layer exhibited significant diurnal variation due to the warming effect of plastic mulch, especially in wide-row areas, forming hydrothermal potential gradients that promoted lateral water movement and localized salt accumulation. In contrast, the deep soil temperature showed smaller fluctuations and remained relatively stable. [Conclusion] The study reveals the control mechanism of the soil water flow system on water-salt-heat dynamics under mulched drip irrigation, and provides a scientific basis for precise regulation of water and salt in the root zone.
Study on the mechanical properties of gypsified sandstone from the mahalagou formation in the xining basin under water immersion conditions
SUN Qiye, WANG Defu, LIU Yabin, LI Huatan, DOU Zengning, YING Chunye, LI Guozhang
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604023
Abstract:
[Objective] Paleogene red beds are widely distributed in the Xining Basin. Clarifying the deformation and failure characteristics of red beds under water immersion conditions, as well as their underlying mechanisms, can provide theoretical support for the prevention and control of geological hazards such as collapse and landslide in red-bed areas, as well as for related engineering construction. As one of the main lithological components of the red beds in this region, the gypsified sandstone of the Mahalagou Formation plays a crucial role in controlling the stability of red-bed slopes. [Methods] In this study, gypsified sandstone from the Mahalagou Formation was selected as the research object. Triaxial compression tests under different soaking durations were conducted to analyze the effects of soaking time and confining pressure on the deformation and failure characteristics of the gypsified sandstone. Combined with scanning electron microscopy (SEM) observations and ion composition analysis of the soaking solution, the material loss characteristics of the gypsified sandstone under immersion conditions were identified, and the deterioration mechanism of its mechanical properties was further discussed. [Results] The results show that, with increasing soaking time, the failure mode of the gypsified sandstone exhibits a significant transition from brittleness to ductility, while the compressive strength and elastic modulus both show a marked attenuation trend, accompanied by a continuous extension of the plastic deformation stage. The cohesion decreases exponentially with increasing soaking time, whereas the internal friction angle shows only slight fluctuations overall. The failure mode of the gypsified sandstone is jointly controlled by soaking time and confining pressure. The dried specimens are dominated by single shear failure, which gradually evolves into tensile-shear composite failure and even tensile failure after soaking. Although confining pressure can inhibit the propagation of oblique primary cracks and enhance the plastic deformation capacity of the gypsified sandstone, it cannot reverse the water-induced deterioration process. Analysis of the ion composition of the soaking solution confirms that cementing materials such as calcium sulfate in the gypsified sandstone undergo dissolution and loss. SEM observations further indicate that the dissolution of the gypsified sandstone is the key deterioration factor responsible for the sharp decline in its mechanical strength. [Conclusion] These findings reveal the water-induced deterioration characteristics of gypsified sandstone in the Mahalagou Formation and provide a theoretical basis for the prevention and control of geological hazards on red-bed slopes in the Xining Basin, as well as for the design and construction of related infrastructure projects.
From Water Block Entrapment to Kinetic Activation: Interfacial Cascade Mechanism of Nonionic Surfactant-Driven Methane Desorption in Coal Rock
WANG Chengwang, XU Xingguang, jin xin, FU Haijiao, chen gaojie, guo shiyuan, jiang qingling, WANG Xingjin
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604065
Abstract:
【Objective】The desorption efficiency of coalbed methane is the key to efficient development. Macroscopic experiments are difficult to reveal the microscopic interface interaction mechanism between surfactant and coal rock, water and methane, which limits the in-depth understanding of the mechanism of enhanced gas recovery. 【Methods】 A coal-surfactant-water-methane composite system was constructed by molecular dynamics simulation. The adsorption behavior of three non-ionic surfactants (Tween80, Span80, OP4) on the surface of three coals (DJ_1, DJ_2, DJ2_2) and the regulation mechanism of methane desorption were studied. The simulation conditions are 353 K and 20 MPa. 【Results】 Surfactant forms an adsorption layer on the surface of coal rock through van der Waals action: Tween80 single molecule has more atoms and the strongest van der Waals force; span80 and OP4 have simple structure and are easy to enter the pore competition water level point. The surfactant weakens the interaction between methane and coal rock, which increases the free energy of methane adsorption and shallows the potential well, resulting in “thermodynamic repulsion effect”. At the same time, it competes for hydrogen bond sites, destroys the continuity of the water film, relieves the water lock effect, and improves the diffusion coefficient of water molecules. Radial distribution and number density analysis show that methane is “structurally exfoliated” from the adsorption layer as a free state. The free energy curve confirms that the surfactant has a universal repulsive effect on methane and has a coal-rock dependence on the effect of water (DJ_2, DJ2_2, the water molecular potential well deepens). The contact angle simulation showed that the contact angle decreased by 33 ~ 44 ° after treatment, and OP4 had the best effect in DJ2_2(from 59.5 ° to 15.5 °). 【Conclusion】 Surfactant adsorbs on the surface of coal rock through van der Waals action, competes for the hydrophilic water level point, reconstructs the coal-water interface, destroys the continuity of water film and relieves the water lock effect. Weaken the methane-coal rock interaction and strip the adsorbed methane; improve the wettability of coal rock and reduce the contact angle. The cascade mechanism of “competitive adsorption-water film destruction-wetting improvement-methane desorption” is realized, which provides a theoretical basis for the optimization and compound design of surfactants for chemical enhanced coalbed methane mining.
Hydrogeochemical Characteristics of Spring Water in the Babaozhen Fault Zone, Qilian Mountains
王 赛飞, WANG Andong
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603044
Abstract:
【Objective】The northeastern margin of the Qinghai-Tibet Plateau is characterized by well-developed fault structures, and fault intersection zones are favorable sites for geothermal system formation. However, the sources, evolution mechanisms, and extent of cold water mixing of geothermal fluids in these areas remain unclear. 【Methods】Taking the fault intersection zone in Babaozhen, Qilian County as the research object, this study quantitatively investigated the hydrogeochemical characteristics and cold water mixing ratios of spring water in the fault zone through hydrochemical analysis, hydrogen and oxygen isotope tracing, and silica-enthalpy mixing model. 【Results】The results indicate that deep geothermal water is of Cl-Na·Ca type, while spring water evolves to Cl-Ca·Mg type. The hydrogen and oxygen isotopic characteristics are generally consistent with those of the Qilian Mountains area, with an average deuterium excess of 24.3‰. Combined with the average recharge elevation being 375 m higher than the outlet elevation, this indicates that the recharge source is high-altitude atmospheric precipitation and snowmelt water, and the fluids have experienced medium-deep circulation. For the first time, this study quantitatively reveals that the cold water mixing ratio of spring water in the fault intersection zone reaches as high as 89.1%-93.8%, with a reservoir temperature of approximately 113°C. The intense mixing is the fundamental reason for the low spring water temperatures (7-13°C). 【Conclusion】Based on these findings, a genetic model of "medium-temperature deep circulation, fault-controlled upwelling, and intense shallow mixing" is proposed: high-altitude precipitation infiltrates along the fault system, is heated by regional terrestrial heat flow during medium-deep circulation, then ascends along the fault zone, undergoes intense mixing with shallow cold water within the fault zone, and eventually emerges as low-temperature spring water at the surface. This study reveals the key controlling role of fault intersection structures in the "deep circulation-shallow mixing" process of geothermal systems, providing theoretical reference for geothermal resource exploration in similar tectonic zones on the northeastern margin of the Qinghai-Tibet Plateau.
, LI Quanhou
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603019
Abstract:
For the S-well series in the N Block of the Daqing Oilfield, well-logging curves commonly exhibit amplitude shifts, heterogeneous noise morphologies, and distribution drifts under multi-well and multi-interval conditions. As a result, conventional threshold-based cross-plots, feature engineering pipelines, and standard deep networks often fail to simultaneously achieve cross-well consistency, stratigraphic-boundary sensitivity, and physical interpretability. To address this challenge, we propose GeoDiff-Former, a unified-interpretation framework that integrates “curve normalization—stratigraphic representation—multi-task interpretation” into an end-to-end jointly optimized workflow. The method first introduces a conditional diffusion-based normalization module that models non-geological noise and acquisition-related drift as a learnable and reversible generative process, enabling task-driven adaptive distribution alignment and preventing acquisition effects from being mistaken as geological variations. It then constructs a geology-biased Transformer encoder, where relative-depth bias explicitly injects stratigraphic continuity and boundary discontinuity into the attention computation, strengthening stable characterization of thin interbeds and boundary-dominated intervals. Finally, a multi-task prediction head jointly performs facies classification, porosity inversion, and water/engineering-indicator discrimination, while a rock-physics consistency constraint is incorporated to suppress non-interpretable solutions and improve the reliability and practical utility of the outputs. The results demonstrate that GeoDiff-Former achieves more robust cross-well transfer and more coherent interval-wise interpretation in complex reservoirs, providing an innovative yet deployable deep-learning pathway for intelligent unified interpretation of well-logging data.
Knowledge Graph-Driven Construction of Intelligent Agents for Rock and Mineral Spectral Analysis and Geological Mineralization Reasoning
ZHANG Zhaokun, DING Yaxin, DONG Hang, WANG Sheng, HAN Wei
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604008
Abstract:
[Objective] Aiming at the challenges that physical signals and geological semantic logic are difficult to synergistically represent in spectral analysis of rocks and minerals, and that existing methods are prone to evidence chain breakage and opaque reasoning in complex scenarios, this paper constructs a geological agent driven by a knowledge graph named RMS KG Agent. It aims to achieve an integrated intelligent analysis covering rock and mineral element description, metallogenic environment inference, and spectral localization of rocks and minerals. [Methods] The system adopts a hierarchically decoupled architecture that integrates a data persistence layer, a computational reasoning layer, and an interactive presentation layer. Centered on Neo4j, it constructs a knowledge graph of five dimensions covering rocks, minerals, chemical compositions, absorption features, and metallogenic environments. Combined with physics aware spectral continuum removal and feature extraction methods such as peak position, peak depth, and full width at half maximum, a task scheduling mechanism is designed. This mechanism prioritizes the knowledge graph, applies rules and physical constraints as secondary steps, and utilizes a large language model for final organization, ultimately developing three core functional modules: soil and rock element description generation, metallogenic environment inference, and spectral localization of rocks and minerals. [Results] The system functionality verification demonstrated that all modules were able to stably produce analytically coherent results with complete structural organization, standardized terminology, and rigorous evidence support. In the spectral localization ablation experiments, the full intelligent-agent configuration achieved Acc@1, Acc@3, and MRR values of 0.8523, 0.8554, and 0.8677, respectively, substantially outperforming the baseline settings that relied solely on peak positions or on the combination of peak positions and absorption depth. In addition, in the comparative experiments on knowledge-driven text generation, the knowledge-graph-enhanced baseline large language model achieved an evidence support ratio of 0.8703, markedly exceeding the 0.4447 obtained by the baseline model, thereby demonstrating a strong balance between factual reliability and rigorous textual expression. [Conclusion] The research indicates that the fusion of multidimensional physical properties and reasoning within a closed loop under knowledge graph constraints are crucial for improving the accuracy of rock and mineral spectral localization, suppressing domain knowledge hallucinations, and enhancing the interpretability of geological reports. The RMS KG Agent effectively bridges the complete technical chain from spectral feature perception, rock and mineral entity matching, and metallogenic environment deduction to professional linguistic expression. This provides a reliable methodological reference for the knowledge based evolution of multimodal geoscience big data and intelligent collaborative exploration between humans and machines.
Researchon Strength and Permeability Characteristics of LoessModified by Fly Ash-Polyacrylamide (PAM) Composite System
ZHANG Siyu, XIE Wanli, ZHOU Jiahao, GAO Xuanyu, MA Chen
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605052
Abstract:
[Objective]In response to geohazards such as slope instability and landslides caused by the strong water sensitivity and poor structure of loess in Northwest China, this study investigates loess improvement techniques to ensure the safety of engineering construction and long-term operation. [Methods]In this study, Malan loess from Northern Shaanxi was improved using a fly ash–polyacrylamide (PAM) composite. A systematic experimental program, including direct shear tests, falling-head permeability tests, and scanning electron microscopy (SEM) analysis, was conducted to investigate the effects of different admixture ratios on the shear strength and permeability of the improved loess and to reveal the underlying microstructural mechanisms. [Results]THE RESULTS DEMONSTRATE THAT THE FLY ASH-PAM COMPOSITE SIGNIFICANTLY IMPROVES BOTH THE SHEAR STRENGTH AND IMPERMEABILITY OF THE LOESS. THE OPTIMAL MIX FOR SHEAR STRENGTH WAS FOUND TO BE 10% FLY ASH AND 0.3% PAM, WHICH INCREASED THE COHESION BY 72.2% COMPARED TO UNTREATED LOESS. FOR PERMEABILITY, A MIX OF 5% FLY ASH AND 0.5% PAM ACHIEVED A SUBSTANTIAL REDUCTION IN THE PERMEABILITY COEFFICIENT BY 91.7%. Microstructural analysis reveals that fly ash exerts both physical pore-filling and rigid skeletal support effects, while also generating C-A-S-H gels and ettringite crystals through pozzolanic reactions, which fill voids and cement soil particles. Meanwhile, the long-chain molecules of PAM form a flexible network via an “adsorption–bridging–cementation” mechanism, transforming the soil structure from a disordered arrangement of individual particles into an ordered framework of interconnected aggregates. The synergistic interaction between these components significantly enhances soil compactness and structural integrity, leading to concurrent improvements in mechanical properties and impermeability. [Conclusion]THE FLY ASH-PAM COMPOSITE TECHNIQUE PRESENTS AN ECONOMICAL AND ENVIRONMENTALLY FRIENDLY APPROACH FOR LOESS IMPROVEMENT. THE CLARIFIED SYNERGISTIC ENHANCEMENT MECHANISM PROVIDES A THEORETICAL FOUNDATION AND PRACTICAL REFERENCE FOR ENGINEERING CONSTRUCTION AND DISASTER PREVENTION IN LOESS REGIONS, UNDERSCORING THE METHOD'S SIGNIFICANT THEORETICAL AND PRACTICAL VALUE.
, LI Quanhou
, Available online  , doi: 10.19509j.cnki.dzkq.tb202604005
Abstract:
To address the difficulty of accurately predicting porosity parameters and permeability under the condition of continuous logging curves but discrete core measurements in the L-well series of Block N, Daqing Oilfield, a core-constrained porosity-parameter and permeability prediction method based on CCML-KAN is proposed. Using conventional logging curves, including GR, RT, DEN, CNL, and AC, the method jointly constructs point-wise logging responses, gradient features, local statistical features, and multi-scale energy features, while introducing sparse core-point constraints to strengthen the mapping between logging responses and true petrophysical parameters. On this basis, a collaborative CCML-KAN framework with shared representations and dual output branches is developed to achieve joint modeling and continuous prediction of porosity parameters and permeability. Comparative experiments are conducted against 1D-CNN, LSTM, BiLSTM, CNN-BiLSTM, and Transformer. The results show that the proposed method achieves superior predictive performance on the test set, with an R2 of 0.926 for porosity prediction and 0.911 for permeability prediction. In addition, it demonstrates strong discriminative capability in the integrated porosity-permeability classification task. The study indicates that CCML-KAN can effectively integrate multi-scale logging information with core constraints, providing an effective approach for fine prediction and comprehensive evaluation of reservoir porosity and permeability parameters.
, HUANG Yong
, Available online  , doi: 10.19509j.cnki.dzkq.tb202605033
Abstract:
The accurate calculation of hydrogeological parameters is a prerequisite for the design of engineering schemes and numerical simulation of groundwater. In order to ensure the safety of construction, it is necessary to investigate the impact of Yangtze River tides on hydrogeological parameters. To illustrate, the Zhang Jinggao Yangtze River Bridge South Anchor Pit Project is employed as a case study. Utilising the observed Yangtze River tides, the daily high tide and low tide data from Tiansheng Tide Station, and the observed aquifer water level data, the lagging effect of aquifer water level on the Yangtze River tides is investigated through the application of cross-wavelet transform and wavelet coherence methods, with the data from the pumping test subsequently corrected. The findings indicate that the water level of the phreatic aquifer and confined aquifer exhibits a lag of 4.5-6 and 12-13 hours, respectively, in relation to the Yangtze River tides. Additionally, the Yangtze River tides exert a relatively diminished influence on the pumping test of the phreatic aquifer. However, the hydrogeological parameter calculations for the confined aquifer's three phases exhibit discrepancies, with errors reaching 11.09%, 6.75%, and 9.39%, respectively. It is therefore evident that the influence of tides must be taken into account in the calculation of hydrogeological parameters for the adjacent tide-sensitive river section..
Prospects for Microstructural Mechanical Mechanisms and Performance Control Strategies in Deep Rock: From Passive Response to Active Design
YANG Wanting, LIU Zhichao, LIU Zhihui, DAI Huahui, YIN Dejiang, WANG Weixu, JIANG Guosheng, NING Fulong
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603048
Abstract:
In response to major strategic needs such as national resource and energy security, and to develop the capability to tap into deep-seated resources, ensure safety, and expand spatial reach, exploration technologies are gradually extending into the deep-to-ultra-deep domains. The high-temperature, high-pressure environments in which rocks are subjected significantly alter their microstructures and morphological characteristics, resulting in complex macroscopic and microscopic mechanical responses that pose severe challenges to engineering safety and resource development. This paper systematically reviews the mechanisms of rock microstructural evolution under high-temperature and high-pressure conditions, advanced experimental observation techniques, multi-scale mechanical modeling methods, and active performance control strategies. Existing research indicates that the coupled effects of temperature and pressure induce mineral phase transformations, drive the evolution of microcrack networks, and reorganize internal stress chain structures; these microscopic changes are the core mechanisms governing rock strength, deformation, and permeability properties. By integrating multidimensional characterization techniques such as scanning electron microscopy (SEM), nanoindentation, micro-CT, and Raman spectroscopy, it is possible to achieve a detailed analysis of mineral composition, microcrack systems, and three-dimensional structures. Building upon this, a quantitative predictive bridge linking microstructure to macroscopic properties has been established using homogenization theory, thermo-mechanical coupling models, and multiscale simulation frameworks. Furthermore, through active strategies such as heat treatment, chemical regulation, and intelligent monitoring based on microstructural information, it is possible to achieve the active design and performance optimization of rock microcrack networks. These insights provide new scientific approaches and technical support for the safe and efficient implementation of major national projects, including scientific drilling, deep resource development, and high-level radioactive waste disposal. In the future, overcoming the technical bottlenecks in deep in-situ dynamic observation and developing intelligent prediction models that integrate physical mechanisms with artificial algorithms will be key to advancing deep rock mechanics toward greater precision and intelligence.
A 3D Reconstruction Method for 2D Geological Profiles Guided by Well Trajectories
LU Changsheng, LI Shaohua, shi jiaxin, dou mengjiao, WANG Lixin, han maozhou
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602026
Abstract:
In traditional sedimentary facies modeling workflows, it is often difficult to directly utilize two-dimensional geological profiles interpreted by experts for three-dimensional model construction. Typically, layer-by-layer property assignment to 3D grids relies on cumbersome manual interactions, which are not only time-consuming and inefficient but also prone to introducing subjective errors, leading to model deviations and compromising the reliability and engineering applicability of the final results. To address these challenges, this paper proposes a well trajectory-guided method for the three-dimensional reconstruction of two-dimensional geological profiles. By establishing a spatial mapping relationship between image pixels and 3D corner-point grid cells, the method leverages the spatial anchoring capability of well trajectories to automatically project interpretation results onto 3D models and assign corresponding attributes. This approach enables the direct integration of expert knowledge into the modeling process and significantly enhances automation. A supporting software system is developed based on the proposed algorithm, incorporating key functional modules such as profile image preprocessing, stratigraphic boundary and sedimentary facies identification, spatial positioning, and attribute conversion. The method is applied and validated in a modeling example of a meandering river point-bar lateral accretion body influenced by tidal processes. The results demonstrate that the proposed approach can accurately and efficiently map 2D interpretation data onto 3D geological models, providing reliable prior constraints and data foundations for subsequent high-precision modeling. Moreover, it improves modeling efficiency, enhances geological consistency, and reduces structural uncertainty in complex sedimentary environments.
Preliminary Study on the Relationship of Strength and Electrical Resistivity for Hydrate-Bearing Sediments
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250553
Abstract:
[Objective]A large amount of methane hydrate exists in the South China Sea. To safely and efficiently exploit this new energy source, it is necessary to fully understand the mechanical properties of hydrate-bearing sediment. [Methods]As a geotechnical test analysis method, the electric resistivity method plays an irreplaceable role in the study of geomaterials such as unsaturated soil, expansive soil and frozen soil. Based on the grain distribution of the methane hydrate-bearing sediment in the Shenhu area of the South China Sea, the experimental soil was artificially prepared, and the tetrahydrofuran hydrate-bearing sediment sample was prepared at an appropriate temperature. The whole process of stress-strain-resistivity of hydrate-bearing sediment sample was obtained by uniaxial compression test and resistivity test.[Results]The test results show that: (1) the uniaxial compressive strength and stiffness of hydrate-bearing sediments increase with the increase of saturation, and the peak strain corresponding to the peak strength increases with the increase of hydrate saturation; (2) the stress-strain-resistivity curve of hydrate-bearing sediment mainly goes through three stages: the elastic phase (reduction in resistivity); the plastic phase (slowly increase in resistivity); the strain-softening phase (sharp increase in resistivity), and the internal structure, the
Sericite Rb-Sr age of the Dongtaozikou gold-molybdenum deposit in the Jialu Area, Xiaoqinling, and its geological implications
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603014
Abstract:
The Xiaoqinling region, as the second-largest gold producer in China, is rich in mineral resources. However, the lack of robust metallogenic age constraints has hindered the understanding of ore genesis and regional metallogenic patterns. In recent years, significant deep exploration progress has been made in the Jialu area of the western Xiaoqinling, where the newly discovered Dongtaozikou gold-molybdenum deposit is characterized by intense potassic alteration and a distinctive gold-molybdenum paragenesis, distinctly different from the traditional quartz-vein gold deposits and alteration-type gold deposits dominated by sericitization in the region. Based on detailed field geological surveys and petrographic observations, this study conducted in situ micro-scale Rb-Sr isotopic geochronological analysis on hydrothermal sericite closely associated with gold-molybdenum mineralization in the Dongtaozikou deposit. Two sericite samples yielded Rb-Sr isochron ages of 140 ± 6 Ma and 141 ± 6 Ma, indicating an Early Cretaceous mineralization age. Integrated with regional tectonic-magmatic events, this study proposes that the formation of the Dongtaozikou gold-molybdenum deposit is closely related to crust-mantle interaction under large-scale lithospheric extension and thinning of the North China Craton, triggered by the subduction of the Paleo-Pacific Plate during the Early Cretaceous. Deep-sourced fluids enriched in ore-forming elements migrated upward along ore-controlling structures such as the Xunmadao Fault under regional extension and precipitated at sites of abrupt physicochemical changes. This study not only provides precise geochronological constraints for gold-molybdenum mineralization in the western Xiaoqinling and reveals its unique metallogenic geodynamic setting but also highlights the significant exploration potential in the deep sections of the Xunmadao Fault zone. The findings are of great importance for advancing gold metallogenic theory along the southern margin of the North China Craton and guiding regional mineral exploration.
Research on exploration methods for concealed geothermal resources in the hilly and mountainous areas of Fujian province
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603021
Abstract:
【Objective】Concealed geothermal resources in hilly and mountainous areas are buried deep underground, posing significant challenges for exploration and high investment risks. To date, there remains a lack of well-established experience in exploration work, making research into exploration methods critically important.【Methods】Taking a successful case study of concealed geothermal resource exploration in Zhangzhou as the research subject, this paper summarizes the methods and procedures for exploring concealed geothermal resources in hilly and mountainous areas. Based on regional geological, tectonic, and hydrogeological data, along with an analysis of regional hot spring distribution patterns, exploration target zones were delineated. The technical methods and sequence employed included geothermal geological surveys, simplified geophysical surveys, shallow borehole temperature measurements, geophysical exploration, and comprehensive research.【Results】Drilling verification confirmed a well depth of 1188m, successfully accessing concealed geothermal resources at intermediate-to-deep levels. The thermal reservoir lies at a burial depth of 967-1033m, with bottomhole temperatures ranging from 45.7-45.9°C. with a wellhead temperature of 37.7°C and a water yield of 628.82 m³/d (water level drawdown S = 58.65 m). This constitutes a low-temperature hot water resource. The system is of tectonically controlled conduction type, with a north-northeast trending structure as the primary heat-controlling feature. Secondary fractures derived from northwest, north-south, and north-northeast trending main structures serve as water-controlling features. The geothermal fluid exhibits an SO₄-Na·Ca chemical type with a pH of 8.49, mineralization of 244.57 mg/L, metasilicic acid content of 31.2 mg/L, fluoride content of 3.39 mg/L, and radon concentration of 63 Bq/L.【Conclusion】Research findings indicate that intermediate-to-deep hydrothermal geothermal resources can be identified in hilly and mountainous areas under suitable structural settings and hydrogeological conditions. This also validates the effectiveness of the technical methods and workflow adopted in this study within complex geological mountainous regions, providing a reference for exploring concealed geothermal resources in similar mountainous areas.
Lithium Mineralization, Genesis, and Ore-Bearing Potential of Pegmatites in the Jiajika Rare-Metal Ore District, Western Sichuan: Insights from Trace Elements in Quartz
, Available online  , doi: 10.19509j.cnki.dzkq.tb202601032
Abstract:
The Jiajika pegmatite-type rare-metal ore field in Sichuan Province is the largest granitic pegmatite-type lithium-enriched area in China, forming a complete Li–Be–Nb–Ta metallogenic series. To investigate the evolution of pegmatites and the lithium mineralization processes, genesis, and ore-bearing characteristics of the Jiajika rare-metal ore field, this study takes quartz from various types of pegmatite veins in the Jiajika mining area as the research object and applies LA-ICP-MS analytical techniques to determine the trace-element contents of Al, Li, B, Ge, Ti, and P in quartz from five types of pegmatites in the Jiajika rare-metal ore field. The results indicate that variations in the contents of Al, Li, B, Ge, and Ti in pegmatitic quartz, as well as changes in the Al/Ti and Ge/Ti ratios, can effectively reflect the degree of magmatic differentiation. The degree of differentiation and evolutionary development of the pegmatites gradually increases from Type I to Type V, and the evolutionary process can be divided into two stages: the evolution of Type I–III pegmatites is controlled by magmatic crystallization differentiation, whereas Type IV–V pegmatites represent a magmatic–hydrothermal transitional stage, during which rare-metal elements such as Li are enriched. The Li and Al contents in quartz indicate that the deeper parts of the Jiajika ore field still have favorable exploration potential for concealed lithium ore bodies. On the Al/10–Ti–Ge×10 ternary diagram, which reflects the genetic type of pegmatites, all data points of the Jiajika pegmatites fall entirely within the field representing RMG-type pegmatites (formed by crystallization of residual melt after granitic magma evolution), indicating that the Jiajika pegmatites are RMG-type pegmatites.
Quantitative Hazard prediction Approach for Rainfall-Induced Accumulation Landslides Based on Regional Hydrus Model
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602009
Abstract:
【Objectives】The physical-based stability models, such as traditional Transient Rainfall Infiltration and Grid-Based Regional Slope-Stability Model (TRIGRS), have been widely used for predicting the regional rainfall-induced accumulation landslide hazard. However, the linearization processing of the Richards equation leads to deviations in the solution of rainfall infiltration from the actual situation, thereby resulting in low accuracy of regional landslide hazard prediction. 【Methods】 By combining the high-precision advantage of the Hydrus software in solving the Richards equation, a quantitative rainfall-induced accumulation landslide hazard prediction model has been proposed based on the Regional Hydrus Model (RHM). First, the precise pore water pressure is calculated by solving the Richards equation using the Hydrus software. Then the Factor of Safety of each grid within the region is calculated by coupling with the infinite slope model. Finally, the regional landslide hazard is classified to five levels (very high, high, moderate, low, very low), and a comparative analysis is carried out with the traditional TRIGRS model using Receiver Operating Characteristic (ROC) accuracy, actual landslide distribution, and overlap rate of terrain interval distribution. The landslide event in Mibei Village, Guangdong Province from June 10th to 11th, 2019 is selected as an example. 【Results】The results indicate that: (1) the ROC accuracy of the RHM and TRIGRS models is 0.86 and 0.80, respectively, the proportion of actual landslides in the very high and high landslide hazard levels is 38.6% and 49.4%, respectively, indicating that the prediction performance of the RHM method is superior to that of the TRIGRS model. (2) The distribution overlap rate of RHM in key terrain intervals such as elevation, slope and accumulation layer thickness is significantly higher than that of the TRIGRS model, enabling it to more accurately identify the correlation between terrain factors and landslides. (3) The landslides in the study area are controlled by terrain and driven by heavy rainfall, mainly developing in the steep slope zone of valleys with elevation of 300~400 m and slope of 20~35°. The very high and high landslide hazard areas are distributed in strip-like patterns along the steep slopes of the valleys, while the very low and low landslide hazard areas are located on gentle slopes and terraces. 【Conclusions】By employing high-precision numerical solutions for the Richards equation, the RHM overcomes the limitations inherent in the linearized analytical solutions of TRIGRS model. It provides an effective tool for high-precision rainfall-induced accumulation landslides.
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603049
Abstract:
[Objective] Global landslide models often ignore spatial heterogeneity and feature redundancy in complex gorge reservoirs, causing local biases. Furthermore, static models lack timeliness, increasing false-negative risks. To enhance accuracy for a lower Jinsha River reservoir, we propose a novel assessment method integrating spatial heterogeneity partitioning, feature selection, and dynamic InSAR deformation for correction. [Methods] First, the AGNES (agglomerative nesting) clustering algorithm was used to divide the study area into homogeneous sub-regions, and Geodetector was applied to optimize regional hazard factors. Then, hazard assessment models were constructed using multi-grained cascade forest (gcForest) and random forest (RF) algorithms. Finally, SBAS-InSAR (small baseline subset interferometric synthetic aperture radar) was utilized to extract surface deformation information, correcting the initial assessment via a hazard correction matrix. [Results] The gcForest model, accounting for spatial heterogeneity and feature optimization, achieved the best predictive performance with an AUC of 0.954. After introducing InSAR data for correction, the area proportion of low-hazard zones decreased by 17.29%, while medium-, high-, and extremely high-hazard zones increased by 14.46%, 2.48%, and 0.35%, respectively. Case validations confirmed that the corrected zonation aligns well with macroscopic surface deformations. [Conclusion] Feature optimization based on spatial zonation effectively mitigates spatial heterogeneity. Moreover, integrating InSAR deformation data better identifies potentially unstable areas. This method enhances assessment accuracy in complex environments, providing a reliable reference for disaster prevention in alpine gorge reservoirs.
Origin of Abnormal Pressure and Its Significance for Hydrocarbon Accumulation of the Chang 7 Reservoir Group in the Jingbian Area
, Available online  , doi: 10.19509j.cnki.dzkq.tb202601005
Abstract:
The Chang 7 reservoir group in the Jingbian area of the Ordos Basin commonly exhibits abnormal overpressure. However, the pressure source and its spatial distribution remain poorly understood, and the lack of direct formation pressure measurements severely hinders further hydrocarbon exploration in this region. To address these issues, this study utilized well-logging and drilling data to systematically calculate formation overpressure using the balanced depth method, with the reliability of the results verified by the mud density method. The genetic mechanisms were determined through integrated log analysis, Bowers’ method, and acoustic velocity-density crossplots. Results show that the Chang 7 reservoir group is characterized by widespread weak overpressure, with an average residual pressure of 5.85 MPa and pressure coefficients ranging from 1.01 to 1.43. The residual pressure exhibits a "high in the west, low in the east" trend laterally and reaches its peak vertically at the base of the Chang 7 member. Genetic analysis reveals that undercompaction is the dominant overpressure mechanism, accounting for 79% of the total contribution, while hydrocarbon-generation expansion accounts for only 10%, with the remaining 11% attributed to their combined effect. This undercompaction-dominated origin significantly differs from the hydrocarbon-generation-dominated overpressure in the central basin, implying fundamentally different hydrocarbon migration processes and accumulation mechanisms in the Jingbian area. This understanding holds significant theoretical value for re-evaluating the hydrocarbon accumulation patterns in the northern slope of the basin and for establishing an appropriate exploration geological model for the Jingbian area. Furthermore, it provides direct scientific support for the next phase of hydrocarbon exploration deployment in this region.
, Available online  , doi: 10.19509j.cnki.dzkq.tb202601022
Abstract:
[Objective] Aiming at the problems of confusing descriptions and inconsistent coding of multi-source heterogeneous borehole data in urban underground space development, which seriously restrict the accuracy of 3D geological modeling, and addressing the bottlenecks that traditional manual standardization is inefficient and existing models struggle to handle data missing and long-range dependencies, this study aims to establish an efficient data-driven automatic strata standardization method. [Methods]Taking 2, 980 engineering boreholes in the Xiamen area as the research object, a deep learning standardization model based on SparseTransformer is proposed. First, based on relevant codes and Pearson correlation analysis, 12 key discriminative features such as water content and compression modulus are screened. Second, a sparse masking mechanism is designed to dynamically shield missing values during attention calculation, and a combined augmentation strategy of class-aware resampling and structured feature masking, along with the Focal Loss function, is introduced to solve the sample imbalance problem. Finally, strategies such as Bayesian optimization are adopted to achieve hyperparameter optimization. [Results]The results show that the precision, recall, and F1-score of the model on the test set reached 0.85, 0.84, and 0.85, respectively; compared with Random Forest (F1=0.62) and LSTM (F1=0.55), the performance is significantly improved. The confusion matrix shows that the model can effectively capture the stratigraphic sedimentary rhythm, and the classification accuracy for dominant categories such as cohesive soil and silt exceeds 80%. [Conclusion]This method not only breaks through the "forgetting" defect of traditional models in long-sequence geological data modeling but also solves the problem of long-tail distribution of engineering data through data augmentation technology. The research results validate the effectiveness of deep learning in geological data standardization and provide an intelligent data processing paradigm for building high-precision urban-level 3D geological models.
Study on the Impoundment Instability Mechanism of Reservoir Bank Slopes Based on the CFD-DEM Coupling Method
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603036
Abstract:
To reveal the macro-meso scale instability mechanism of reservoir bank slopes during impoundment, this study takes the Shenjiagou deformed mass in the Baihetan Hydropower Station reservoir area as the research object and analyzes its engineering geological conditions and deformation characteristics. On this basis, a coupled numerical simulation method combining the fluid dynamics and discrete element method (CFD-DEM) is employed to establish a numerical model capable of reflecting the hydro-mechanical coupling effects during the impoundment process. The reliability of the coupled model in simulating the deformation response of the reservoir bank slope is verified by comparing the simulated cumulative slope displacement with field monitoring data. The study systematically analyzes the dynamic evolution of the internal seepage field, particle displacement, and micro-cracks throughout the entire process from initial impoundment to water level rise and subsequent slight drawdown. The results indicate that the rapid water level rise during the initial impoundment stage leads to a significant increase in pore water pressure and a sharp dissipation of matrix suction within the slope, which are the key factors inducing slope deformation and controlling its development. The subsequent slight drawdown in water level does not cause significant deformation aggravation and has a relatively limited impact on slope stability. This study reveals the instability mechanism characterized by water level rise-dominated seepage field evolution, progressive adjustment of mesoscopic particle structures, and eventual coalescence into a macroscopic failure surface, providing a theoretical basis for the stability assessment and early warning of reservoir bank slopes during the impoundment phase.
Automatic classification method of rock lithology based on ResNet network and deep transfer learning
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603053
Abstract:
[Objective]To explore the applicability of deep learning frameworks in lithology recognition and address the limitations of traditional methods characterized by low efficiency and strong subjectivity, an automatic classification method for rock lithology based on a ResNet convolutional neural network combined with transfer learning is proposed. Six types of rock images, including granite, marble, quartzite, limestone, coal rock, and sandstone, are selected for experimental analysis. [Methods]A dataset containing 7, 416 rock images is constructed through data augmentation and divided into training, validation, and test sets. In model development, ImageNet pre-trained weights are introduced, and multiple transfer learning strategies are designed. Comparative experiments are conducted on ResNet-18, ResNet-34, and ResNet-50 models. Meanwhile, batch normalization, learning rate decay, and the Adam optimizer are employed to improve network performance. [Results]The results indicate that under small-sample conditions, the fully fine-tuned ResNet-18 model achieves the best performance, with an accuracy of 96.10%, precision of 96.01%, and recall of 96.12%, outperforming the other models. [Conclusion]Compared with the other two models, the proposed model demonstrates higher classification accuracy, faster convergence speed, and stronger robustness in recognizing complex lithological features. It significantly improves training efficiency and successfully realizes automatic lithology classification, providing an effective technical support for geological exploration and engineering applications.
Methane adsorption characteristics and controlling factors of ultra-deep shale of Fengcheng Formation in the Well Pen-1 West Sag, Junggar Basin
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602024
Abstract:
[Objective] The exploration potential of natural gas in the Lower Permian Fengcheng Formation in the western Central Depression of the Junggar Basin has been gradually clarified, and a breakthrough in ultra-deep natural gas exploration has been achieved. However, studies on the adsorption characteristics and controlling factors of ultra-deep shale gas in the Fengcheng Formation remain limited. [Methods] Taking the ultra- deep Fengcheng Formation shale in the Well Pen-1 West Sag as the research object, this study systematically investigates its pore structure, shale gas adsorption characteristics, and controlling factors through integrated analyses, including basic geochemical analysis, field emission scanning electron microscopy (FE-SEM) observation, full-aperture pore structure characterization, spontaneous imbibition experiments, and methane isothermal adsorption experiments. [Results] The results indicate that the Fengcheng Formation shale in the study area primarily develops three lithofacies: mixed, clayey, and felsic shale. All lithofacies are dominated by inorganic pores, among which secondary clay mineral pores are the main type, accounting for over 70% of the surface porosity. The FE-SEM observation reveals the development of macropores, particularly clay mineral macropores, while full-aperture pore structure analysis shows that mesopores are the dominant pore type. The comparison between these results suggests that clay mineral pores are largely disconnected, whereas organic pores, despite their low proportion in total surface porosity, exhibit good connectivity. Methane adsorption experiments demonstrate that the adsorption capacity of mixed and clayey shales is generally higher than that of felsic shales. [Conclusion] Further analysis of pore structure parameters indicates that pore volume, specific surface area, and fractal dimension have weak correlations with adsorption capacity, while pore connectivity serves as the key structural parameter controlling shale gas adsorption. Analysis of the controlling effects of shale components on adsorption characteristics reveals that organic matter abundance is the primary factor influencing the adsorption capacity of the Fengcheng Formation shale, with inorganic minerals playing a limited role. These research findings provide a theoretical basis and scientific support for the exploration and development of ultra-deep shale gas in the Fengcheng Formation of the Well Pen-1 West Sag, Junggar Basin.
Study on the Mechanism of Land Subsidence in the Fengpei Plain Based on a Multi-Scale Geographically Weighted Regression Model
, Available online  , doi: 10.19509j.cnki.dzkq.tb202603004
Abstract:
The problem of land subsidence is relatively prominent in the Feng-Pei Plain of Jiangsu Province, yet research on its driving mechanisms remains scarce. This study integrates multi-source data, including the thickness of unconsolidated sediments, groundwater extraction intensity, groundwater levels and their variations in different aquifer groups, mining activities, and urban construction. A multi-scale geographically weighted regression (MGWR) model was employed to quantitatively analyze the spatiotemporal characteristics and driving mechanisms of land subsidence from 2017 to 2024. The results indicate that subsidence is mainly concentrated around the urban areas of Feng and Pei counties, and the northern part of Pei County. The area with cumulative subsidence exceeding 50 mm is 310 km², with a maximum subsidence of over 400 mm. Significant spatial autocorrelation is observed, with subsidence centers exhibiting a "high-high clustering" pattern. MGWR model results reveal that groundwater extraction and mining activities (x2-x9) are the primary factors driving land subsidence, followed by the influence of groundwater levels in the Lower Pleistocene of Neogene and the amplitude of water level changes in the Middle-Upper Pleistocene and the Lower Pleistocene of Neogene (x5-x7-x8). Conversely, the thickness of unconsolidated sediments, groundwater levels in the Holocene and Middle-Upper Pleistocene, water level amplitude in the Holocene, and building density (x1-x3-x4-x6-x10) do not show significant effects. Across the entire subsidence area, the five factors (x2-x5-x7-x8-x9) collectively explain 77.0% of the subsidence. The Geographical Detector (GD) model further confirmed the synergistic driving effects of groundwater and coal resource extraction and mid-deep water level changes on land subsidence. Compared with the classical GWR and OLS models, MGWR demonstrates superior performance in goodness of fit, model parsimony, and error control, more accurately capturing the spatial heterogeneity and multi-scale characteristics of different influencing factors. Based on the analysis of the spatial heterogeneity and intensity of the main influencing factors, as well as their interactions, an integrated prevention and control system of "monitoring-early warning, source control, and comprehensive management" is proposed. This provides a scientific basis and practical guidance for enhancing regional geological disaster prevention and ensuring the safety of the urban geological environment.
Transfer learning-enhanced physics-informed neural networks for cross-domain groundwater solute transport modeling
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602003
Abstract:
【Objective】Physics-informed neural networks (PINNs) for groundwater solute transport simulation often require retraining when the well-posed (boundary/initial) conditions change, and they are prone to overfitting and training instability under limited data. To address these issues, this study proposes a transfer learning–enhanced framework (TL-PINN) to improve cross-domain generalization and reduce training costs. 【Methods】A source-domain PINN incorporating observation constraints is first established. Physical constraints and regularization terms are introduced into the loss function, and a two-level loss-weighting control mechanism is adopted to mitigate overfitting and enhance generalization. In the target domain, a structural transfer strategy of “shallow-layer freezing and deep-layer fine-tuning” is applied. Two cross-domain scenarios are designed: pollutant source location transfer (Target Domain 1) and flow field direction reversal (Target Domain 2). Different transfer strategies are compared in terms of accuracy (RMSE), physical consistency (mean ADE residual), and training efficiency. Moreover, ADE residuals and error distribution maps are used to evaluate contaminant plume morphological deviations. 【Results】TL-PINN consistently outperforms the PINN trained from scratch in the target domain. Across the two cross-domain scenarios, the full fine-tuning strategy reduces RMSE by approximately 41.3% and 41.2%, respectively, and the best transfer scheme shortens training time by about 60% while maintaining accuracy. For contaminant plume morphology, the PINN trained from scratch exhibits relatively low predictive accuracy, whereas TL-PINN leverages source-domain physical priors to effectively correct morphological biases and markedly improve the consistency of spatial structures. Under data-scarce conditions, when the number of temporal samples is halved, transfer learning reduces RMSE from 0.424 mg/L to 0.287 mg/L, demonstrating strong robustness. 【Conclusion】Physical priors learned in the source domain through equation-residual constraints and flow-field representation can effectively compensate for information loss and improve model stability under sparse spatiotemporal observations in the target domain. The “freeze the first layer + deep fine-tuning” strategy achieves the best balance between predictive accuracy and physical consistency, enabling high-fidelity reconstruction of contaminant plume morphology and location while substantially improving training efficiency. The proposed framework provides an efficient and robust approach for addressing groundwater solute transport simulation challenges induced by changes in boundary conditions or hydrodynamic characteristics.
Investigation of High-Altitude Landslide Deformation Response via Distributed Fiber Optic Sensing: A Case Study of the Longzi Landslide in Shannan,Tibet
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202601018
Abstract:
[Objective] Against the backdrop of global climate warming and frequent heavy rainfall events, the risk of landslide disasters in high-altitude mountainous areas is increasing due to the combined effects of highly sensitive geological environments and engineering disturbances. However, a systematic understanding of landslide triggering mechanisms and evolutionary processes remains lacking. [Methods] To investigate the deformation response characteristics of high-altitude landslides under rainfall, this study focuses on a typical landslide disturbed by road construction at an altitude of 4, 700 m in Longzi County, Shannan, Tibet. An integrated monitoring system fusing distributed fiber-optic sensing with multi-parameter in-situ monitoring was constructed to obtain meteorological parameters, shallow soil temperature, moisture content, and strain data, as well as deep soil strain data from June 14 to September 30, 2024. [Results] The results indicate that: (1) During rainfall events, the shallow soil exhibits a hydro-thermal-mechanical coupled response mode characterized by rainfall infiltration triggering abrupt changes in moisture content and temperature variations, which subsequently lead to strain compression and gradual rebound recovery. Furthermore, under alternating wet and dry conditions, deformation is intensified by the water-conducting effect of fissures; (2) The deep potential sliding surface (Sliding Surface II) shows significant hysteresis in response to rainfall, displaying a strain accumulation effect under hydraulic disturbance. Its evolution follows a typical path where heavy rainfall infiltration induces a lagged deformation response, followed by stress concentration that culminates in a sudden deformation surge; (3) The summer cyclic process involving heavy rain, continuous rain, drought, and re-rainfall constitutes a highly sensitive window for landslide deformation, during which dynamic monitoring and early warning responses should be strengthened. [Conclusion] The fiber-optic intelligent monitoring system for high-altitude landslides established in this study provides key data support and methodological references for risk identification, mechanism analysis, and engineering prevention and control of landslide disasters in the Qinghai-Tibet Plateau and similar hazardous mountainous areas.
Graded Early Warning Method for Tailings Dam Stability Based on Rainfall Monitoring and Reliability Index
, Available online  , doi: 10.19509j.cnki.dzkq.tb202602002
Abstract:
To enhance the timeliness of graded early warnings for tailings dam under rainfall conditions, the variability of effective cohesion, effective internal friction angle, and saturated hydraulic conductivity is considered. Based on the "Geological Hazard Prevention—Slope Engineering Structural Reliability Design Code, " the reliability index values for graded stability warnings of tailings dam are determined. For each warning level’s reliability index, corresponding critical rainfall pattern curves are constructed using a uniform rainfall model, forming a graded early warning zoning map for tailings dam stability based on clusters of critical rainfall pattern curves. Real-time graded warnings are achieved by mapping measured rainfall intensity and duration onto this zoning map. Graded early warning analysis was conducted for a generalized tailings dam using rainfall monitoring data from a provincial meteorological bureau. The study shows that ignoring the variability of saturated hydraulic conductivity underestimates the landslide risk of tailings dam under continuous rainfall. Compared to considering only the variability of effective cohesion and effective internal friction angle, incorporating the variability of saturated hydraulic conductivity reduces the areas of stable, basically stable, and less stable zones by 7.8%, 53.0%, and 64.2%, respectively, while increasing the area of the unstable zone by 14.5%. The proposed method supports real-time graded warnings for tailings dam under rainfall, can be easily integrated with real-time online monitoring systems, and shows good potential for engineering applications.
Sedimentary Characteristics and Controlling Factors of the Open Shoreline in the Bashituo Area
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202601026
Abstract:
The Donghetang Formation in the Bashituo area of the Tarim Basin is dominated by an open shoreline depositional system, characterized by horizontally continuous sandbodies with substantial vertical thickness. Exploration practices have confirmed its favorable hydrocarbon potential; however, the lack of detailed understanding of sandbody sedimentary genesis currently limits the prediction accuracy of favorable reservoirs. Based on core data, experimental results, logging data, and 3D seismic data, this study employs detailed descriptions of core lithofacies, sedimentary structures, and cyclic sequences, combined with grain size analysis, logging facies association classification, and post-stack reconstructed acoustic impedance inversion techniques. The objectives are to determine the affiliation of sedimentary subfacies belts and microfacies types in the study area, characterize the spatial evolution of sedimentary microfacies, and summarize the main controlling factors of sedimentation. The results indicate that: ① The sandbodies of the 4th to 6th sand groups in the lower sandstone member of the Donghetang Formation belong to foreshore deposits, which can be divided into four microfacies types: foreshore bar microfacies (dominated by massive and rhythmic bedded coarse sandstone and pebbly coarse sandstone), bar margin microfacies (dominated by parallel bedded and rhythmic bedded medium sandstone, with interbedded thin-bedded coarse sandstone), sheet-like shoal microfacies (dominated by massive and cross-laminated fine sandstone), and inter-bar bay microfacies (dominated by horizontally bedded, cross-laminated, and massive fine-grained sandstone and mudstone); ② From the 4th to the 6th sand group, the foreshore bars migrated continuously seaward spatially, and the vertical sequence is dominated by retrogradational cycles. The sandbodies at the top of the 6th sand group are predominantly coarse-grained foreshore bar deposits; ③ The spatiotemporal evolution of each microfacies is controlled by two key factors: first, the large-scale regression during the sedimentary period of the study interval, which drove the continuous seaward progradation of foreshore bars and increased the proportion of coarse clastic components in the study area; second, the multi-level slopes in the shoreline zone controlled the formation of breaker zones and constrained the spatial distribution of foreshore bars. Under the combined constraints of sea-level fluctuations and multi-level shoreline slopes, the Bashituo area is endowed with widely distributed thick-bedded foreshore sandbodies, laying a material foundation for hydrocarbon accumulation. The determination of sedimentary subfacies belts, microfacies types, and the clarification of spatiotemporal evolution laws and main controlling factors provide a theoretical reference for the sedimentary analysis of the "Donghe Sandstone" in this area and even the entire Tarim Basin.
Permeability Evaluation Model and Optimization Method for Solidified Soil Cutoff Wall Based on Field Experiments
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202602022
Abstract:
[Objective] Solidified soil is widely used in seepage control engineering. However, the significant spatial heterogeneity caused by mixing uniformity, soil variability, and curing condition differences during construction is often overlooked, leading to considerable uncertainty in seepage control design. [Methods] This study, focusing on the solidified soil cutoff wall project for a coal slag yard, conducted field casting and curing tests. Electrical resistivity data at different spatial positions of the solidified soil were obtained using the high-density electrical method, and combined with permeability coefficients determined from field borehole sampling, an Archie and Kozeny-Carman (KC) coupled model with resistivity as input parameter was constructed to evaluate the permeability coefficient of solidified soil. Based on this, the uncertainties of resistivity data and coupled model predictions were quantified. Transient seepage fields of the cutoff wall were calculated using stochastic numerical simulation methods, and optimal design parameters and operational recommendations for the coal slag yard cutoff wall were proposed based on the statistical characteristics of breakthrough time. [Results] The results show that: resistivity test data follow a log-normal distribution, Archie-KC coupled model errors follow a normal distribution, and breakthrough times of the solidified soil cutoff wall follow a log-normal distribution; the mean and standard deviation of breakthrough time both increase with wall thickness. [Conclusion] The optimal cutoff wall thickness is 3.0 m, and the breakthrough failure probabilities at 10, 15, and 20 days are 0.07%, 3.92%, and 77.15%, respectively.
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202601021
Abstract:

Concealed collapse columns, as typical hidden geological anomalies in coalfields, directly impact coal mine safety and geological hazard prevention through the accuracy of their boundary identification. To address the limitations of traditional single-attribute methods in responding to weak boundaries and suppressing noise, this paper proposes a multi-scale characterization and enhancement method that integrates structure-oriented filtering and frequency-divided coherence attributes. Based on 3D seismic data from a mining area in Shanxi, the structure-oriented filtering technique is first applied, combining gradient structure tensors and anisotropic diffusion equations to effectively suppress random noise while significantly preserving the steeply dipping structural features of collapse column boundaries. Subsequently, short-time Fourier transform is used to perform spectral decomposition on the filtered data, extracting amplitude and phase attributes of multiple single frequencies within the 40–100 Hz range. This systematically reveals the frequency-dependent characteristics of seismic responses at collapse column boundaries: low-frequency (60–70 Hz) amplitude attributes provide good indications for large-scale collapse column outlines, while high-frequency (80–90 Hz) phase attributes exhibit superior sharpening and resolution capabilities for small-scale collapse column boundaries. Furthermore, the eigenvalue coherence algorithm is introduced to quantify formation discontinuities, and a multi-frequency attribute fusion strategy is employed to achieve integrated enhancement and fine characterization of collapse column boundaries in spatial distribution. Practical data applications demonstrate that this method significantly improves the signal-to-noise ratio of seismic data and the accuracy of boundary identification, providing a reliable multi-scale geophysical technique for the detection and interpretation of concealed collapse columns in coalfields.

Multi-method dating constraints of the Wolonggang copper deposit in eastern Jidong and their implications for regional metallogenesis.
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202601034
Abstract:

【Objective】The Qinglong Wulonggang pluton in eastern Hebei, North China, represents a Mesozoic magmatic–mineralization concentration zone within the Yanshanian orogenic belt. Addressing the unresolved issues of the temporal coupling between magmatic–hydrothermal processes at different temperature windows and the unclear contribution of Early Cretaceous tectonic inversion to mineralization, this study aims to clarify the staged links among Mesozoic tectonics, magmatism, hydrothermal activity, and mineralization through multi-system geochronology.【Methods】Samples of the Wulonggang pluton and associated copper mineralization were collected for zircon U–Pb, muscovite40Ar/39Ar, and apatite U–Pb dating, constraining the evolution of high-temperature magmatic emplacement, medium-temperature hydrothermal activity, and low-temperature thermal events, respectively.【Results】ZirconU–Pb dating indicates that the pluton formed during the Middle–Late Jurassic(171–159Ma), corresponding to a crustal thickening stage induced by subduction of the Paleo-Pacific plate, representing a pre-mineralization material accumulation period. Muscovite 40Ar/39Ar ages (159Ma) record medium-temperature hydrothermal activity associated with magmatic emplacement. Apatite U–Pb dating identifies two Early Cretaceous thermal events (136Ma and 112Ma): the former corresponds to the initial stage of regional tectonic inversion from compression to extension, revealing a “fluid-first” feature of the deep system under decompression; the latter coincides with the regional mineralization peak and the craton destruction peak, reflecting thermal resetting and reactivation of the mineralizing system.【Conclusion】The Wulonggang deposit experienced three evolutionary stages: a Middle–Late Jurassic magmatic emplacement and material accumulation stage, an Early Cretaceous initial thermal–fluid activation stage driven by tectonic inversion, and an Early Cretaceous late-stage thermal superposition and mineralization stage. Different geochronological systems reflect geological processes at distinct temperature windows, providing critical temporal constraints for reconstructing the regional metallogenic framework and identifying concealed mineralization systems.

Bayesian inversion of geotechnical parameters and reliability updating for soil-rock composite foundation pits considering stratum strength differences
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202603007
Abstract:

[Objective]In view of the significant uncertainty in geotechnical parameters in deep excavation engineering and the difficulty of traditional site investigation data in accurately reflecting the actual soil conditions after excavation, this study proposes a Bayesian inversion and dynamic reliability updating method for geotechnical parameters by integrating monitoring data. [Methods]By introducing a Bayesian updating framework combined with Markov Chain Monte Carlo (MCMC) sampling, displacement monitoring data of the excavation are utilized to dynamically invert and update the probability distributions of soil cohesion and internal friction angle, effectively reducing parameter variability. On this basis, a quadratic response surface surrogate model is employed to replace time-consuming numerical simulations, and Monte Carlo simulation is conducted to efficiently evaluate excavation reliability, forming an integrated analysis framework of “monitoring-parameter inversion-reliability assessment.” A deep excavation project in Huaihua City, Hunan Province, is taken as a case study to validate the proposed method. [Results]The results indicate that, after incorporating monitoring data, the standard deviations of the posterior distributions of soil parameters are significantly reduced, leading to a notable decrease in geotechnical parameter uncertainty. The failure probability of the excavation calculated based on the updated parameters is less than 10−6, which is much lower than the prior value of 1.9×10−5, and the reliability index is significantly improved, demonstrating that the excavation is in a favorable safety condition. [Conclusion]The proposed method can more realistically reflect the actual safety state of deep excavations and provides an effective tool for risk management and safety assessment during excavation construction.

Astronomical control on the development of marine-continental transitional organic-rich shales during the Late Carboniferous-Early Permian at the Southeast Margin of the Ordos Basin
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202602005
Abstract:

[Objective] The Late Carboniferous–Early Permian marine-continental transitional facies shale gas in the southeastern margin of the Ordos Basin boasts great exploration and development potential, yet the unclear mechanism of organic matter enrichment has severely restricted the sweet spot evaluation of such shale gas. [Method] In this study, a paleoclimatic proxy, the PLIndex, was constructed, and cyclostratigraphic analysis was performed on Well DJ70, a fully cored well in the Daji Block of the basin’s southeastern margin. [Results] The results show that: (1) Stable long eccentricity cycle signals are preserved in the Benxi and Shanxi Formations. Combined with the results of astronomical tuning and high-precision age tie points, an absolute astronomical time scale for the Benxi and Shanxi Formations was established, and 15.5 long eccentricity cycles were identified, corresponding to the division of 15.5 fourth-order sequences. Taking the troughs of the long eccentricity filtering curve as the fourth-order sequence boundaries, a high-resolution fourth-order sequence stratigraphic framework was built. (2) The enrichment of organic matter in the marine-continental transitional facies shales in the southeastern margin of the Ordos Basin is obviously controlled by astronomical cycles. The low-value periods of long eccentricity correspond to arid climates, during which volcanic ash from the Inner Mongolia Uplift could be transported over long distances and deposited by airfall in the Ordos Basin, significantly enhancing the paleoproductivity of the water body. Meanwhile, the sea level was relatively stable in these periods with a suitable water depth, and sediments could be deposited in the minimum value interval of dissolved oxygen saturation within the thermocline, which provided a favorable environment for organic matter preservation and thus resulted in high Total Organic Carbon (TOC) contents in the shales. In contrast, the high-value periods of long eccentricity correspond to warm and humid climates and the transgressive stages of fourth-order sequences, which are unfavorable for the long-distance aerial transportation of volcanic ash and the preservation of organic matter, leading to low TOC contents in the shales. [Conclusion] The differential enrichment of organic matter in the marine-continental transitional facies shales in the southeastern margin of the Ordos Basin is essentially attributed to the fact that astronomical cycles control paleoclimates, which, in conjunction with major geological events, jointly promote the organic matter enrichment process of shales with high productivity and excellent preservation conditions. This model provides a theoretical basis for the prediction of organic-rich shales in the Ordos Basin and North China Basin.

Main controlling factors of coalbed methane well productivity and enrichment–high-yield model of the Xishanyao Formation in the Midong Block, southern Junggar Basin
, Available online  , doi: 10.19509/j.cnki.dzkq.tb202602023
Abstract:

【Objective】The Middle–low rank coalbed methane (CBM) resources of the Xishanyao Formation in the southern Junggar Basin are abundant. However, significant productivity differences among CBM wells in the Midong Block, coupled with an insufficient understanding of the main controlling factors and enrichment–high-yield model, restrict exploration deployment. This study aims to clarify the controlling mechanism of productivity differences in Xishanyao Formation CBM wells and establish an enrichment–high-yield model for the study area. 【Methods】Taking the No. 42–45 coal seams of the Middle Jurassic Xishanyao Formation in the Midong Block as the research object, geological parameters and production dynamic data were integrated to analyze the drainage–production characteristics and gas production stage evolution of wells with different productivity levels. Key parameters including effective coal thickness, gas content, critical desorption–storage ratio, and fracturing scale were selected. The Spearman rank correlation method was used to quantitatively identify the main controlling factors of average daily gas production and maximum daily gas production. Combined with structural zonation and typical well profile comparison, a CBM enrichment–high-yield model was constructed. 【Results】Structurally, the productivity of Xishanyao Formation CBM wells in the study area shows an overall increasing trend from the Badaowan syncline to the northern monocline. In the northern monocline, CBM well productivity is significantly controlled by geological factors: average daily gas production has the strongest correlation with effective coal thickness, while maximum daily gas production is jointly controlled by the critical desorption–storage ratio and gas content. In the Badaowan syncline, average daily gas production is significantly positively correlated with fracturing scale, indicating that engineering stimulation has a key impact on stable production capacity, whereas maximum daily gas production is obviously constrained by the critical desorption–storage ratio and gas content. The movable gas enrichment zone of the Xishanyao Formation in the study area is mainly developed in the intermediate burial depth interval (600–900 m) between the northern monocline and the northern wing of the Badaowan syncline. The spatial coupling of the critical desorption–storage ratio and effective coal thickness determines the occurrence and distribution of high-yield CBM wells. 【Conclusion】The critical desorption–storage ratio and effective coal thickness are the key parameters controlling productivity differences of Xishanyao Formation CBM wells in the Midong Block. The structural background plays a fundamental role in the formation of enrichment–high-yield zones by regulating gas redistribution and the proportion of movable gas. The intermediate burial depth interval, as a superimposed zone of hydrodynamic and structural effects, represents a favorable belt for CBM enrichment and high yield. These research results provide a theoretical basis for favorable area prediction and development deployment in the Midong Block and similar areas.

, Available online  , doi: 10.19509/j.cnki.dzkq.tb202512008
Abstract:

Compressed Air Energy Storage (CAES) is an energy storage method that utilizes compressed air to store energy underground and releases it when needed. In recent years, with the increasing demand to address the variability of renewable energy, research and application of CAES technology have gradually become a focus in the energy field. The stability of underground artificial caverns for compressed air energy storage has always been a key research priority, and its influencing factors are relatively complex, making the establishment of a reasonable risk evaluation system urgently needed. To investigate the stability of underground artificial caverns for CAES and establish a reasonable comprehensive risk evaluation system, the Analytic Hierarchy Process (AHP) and entropy method were introduced to determine comprehensive weights, combined with a mathematical model of the fuzzy comprehensive evaluation method. First, the stability indicator system for underground artificial caverns was established. Based on the AHP and entropy method, weights were assigned to each evaluation indicator to obtain comprehensive weights. On the basis of extensive literature research and numerical simulations, risk levels for each evaluation indicator were classified. Then, combined with the fuzzy mathematics evaluation method, the fuzzy matrix for each evaluation indicator was determined. By integrating the fuzzy matrix of each evaluation indicator with the comprehensive weights, the comprehensive evaluation results for the underground artificial cavern gas storage were obtained. This model was applied to validate a representative test cavern, and the evaluation results were consistent with actual conditions, demonstrating the method's accuracy and its potential to provide valuable insights for engineering practices.

GeoLA-YOLO: An Efficient Target Detection Algorithm for Identifying Jointed Rock Masses in Tunnel Engineering
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250463
Abstract:
[Objective]Rock joint detection in tunnel engineering is a critical component for maintaining structural stability. Current tunnel inspection methods, influenced by human subjectivity, suffer from high rates of missed and false detections, as well as limited capabilities in global localization and capture of subtle joints. [Methods]To address these issues, this paper proposes the GeoLA-YOLO algorithm—a high-efficiency rock joint recognition system for tunnel engineering. By incorporating a Convolutional Block Attention Module (CBAM) into the backbone network, the algorithm enhances its ability to capture subtle feature information, effectively resolving the challenge of extracting fine details. Furthermore, through improvements to the head architecture, the model achieves enhanced precision in locating and identifying subtle joints, thereby addressing the issue of inaccurate global positioning. [Results]Experimental results on our self-built VOC (Visual Object Classes) dataset demonstrate that the optimized algorithm maintains lightweight performance while improving mAP@0.5, mAP@0.5-0.95, Recall, and F1 metrics by 4.3%,9.6%,5.0%, and 5.5% respectively compared to the original algorithm, validating the model's effectiveness. In public datasets, the improved model shows 6.2% and 5.2% higher mAP@0.5, mAP@0.5-0.95 performance than the baseline algorithm, confirming GeoLA-YOLO's robustness.
Laboratory investigation of the riparian groundwater flow system evolution during a single rainfall event
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250469
Abstract:
Abstract: [Objective] Riparian zones serve as transitional interfaces between terrestrial ecosystems and surface water bodies. The groundwater flow processes in these zones exerts a dominant influence on river water quality and riparian ecological processes. However, the influence of a single rainfall event on the transient evolution of groundwater flow system patterns remains insufficiently understood. [Methods] Laboratory sandbox experiments and numerical simulations were conducted to investigate the evolution pattern of groundwater flow systems within a riparian slope under the combined influence of lateral recharge and rainfall infiltration recharge. The experiments were designed to replicate the dynamic interaction between hillslope subsurface flow and vertical infiltration, while the numerical model reproduced the transient redistribution of hydraulic heads and flow directions in variably saturated media. Laboratory sandbox experiments were carried out to simulate the response of riparian groundwater levels to combined lateral runoff and rainfall infiltration recharge, whereas numerical simulations reproduced the dynamic evolution of groundwater flow directions and the developmental patterns of the groundwater flow system. [Results] A single rainfall event is a key external disturbance that triggers changes in riparian groundwater flow system evolution. Such alterations in the flow system can cause abrupt shifts in the internal riparian environment, thereby significantly affecting the migration, transformation, and the attenuation of contaminants.The results demonstrate that, before rainfall occurs, under the condition of lateral groundwater recharge alone, a single regional groundwater flow system developed, directed from the left recharge boundary toward the right-side stream outlet. At the onset of rainfall, the internal groundwater flow field underwent rapid and pronounced reorganization: multiple local flow systems emerged in the shallow zone due to enhanced infiltration and capillary effects. As rainfall continued, these localized flow systems gradually merged into a codirectional regional flow system draining from both the upper and lateral boundaries toward the stream. The relative magnitude between rainfall infiltration and lateral inflow strongly governed the number, scale, and direction of the transient local flow systems. [Conclusion] High-resolution characterization of short-term evolution process of groundwater flow system in riparian zones during rainfall events reveals event-scale hydrological responses. This evolution process provides mechanistic insights essential for improving pollutant attenuation predictions and guiding targeted riparian buffer management strategies.
Conceptual Framework and Disaster-Forming Mechanisms of Geological Hazard Bodies in Underground Space
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250485
Abstract:

[Significance] The development of urban underground space faces severe geotechnical safety challenges, with disaster origins largely stemming from the hazard-transformation evolution of specific geological bodies under engineering disturbances. [Progress] The conventional engineering concept of “subsurface defects” (e.g., cavities, loosened zones, water-rich bodies) focuses on the manifestations of hazards, making it difficult to support risk control at the source. Meanwhile, existing  geological concepts, while capable of characterizing objective geological units, fail to adequately represent their dynamic response and disaster- inducing potential under engineering activities. [Conclusions and Prospects] To bridge the theoretical gap between “geological conditions” and “engineering hazards”, this paper proposes the core concept of the “Geological Hazard Body”, defining it as “a specific geological unit that may evolve into an engineering hazard under natural or anthropogenic disturbances”. On this basis, a classification system with dual criteria of genetic origins and disaster-forming mechanisms is established, systematically covering main types such as rock masses, soil masses, groundwater bodies, and geological structures, while also elucidating their evolution pathways toward engineering-scale hazards. The conceptual system established in this study provides a unified conceptual framework for promoting a paradigm shift in risk perception from “phenomenon response” to “root cause management.” It also lays a taxonomic foundation for subsequent research on dynamic simulation and quantitative assessment of geological hazard bodies.

Sedimentary Characteristics and Depositional Model of the Crocker Submarine Fan: Evidence from Outcrop Areas in Sabah, Malaysia
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250440
Abstract:
[Objective]The southern continental margin of the South China Sea, as a convergent margin, records the closure process from the rift-drift-foreland tectonic stages. The Crocker Fan is a large deep-water submarine fan formed during the Oligocene to Early Miocene following the Sarawak collision. [Methods]This study systematically summarizes the sedimentary characteristics of the Crocker Fan based on observations from 10 outcrop profiles in the Sabah region of Malaysia. [Result]Research indicates that the West Crocker Formation is primarily composed of unmetamorphosed submarine fan and deep-sea muddy sediments, roughly equivalent to the Miri Zone in the northern Borneo collision belt. It covers an area of over 25,000 km2 and is distributed along the coastal zones of Sarawak and northern Sabah. The Crocker Fan is an unconfined deep-water submarine fan. Due to scattered outcrops and a lack of seismic data, it is inferred to be part of a large submarine fan complex formed along the collision zone. The fan is mainly composed of sandy high-density turbidites consisting of fine- to medium-grained sandstones and argillaceous low-density turbidites composed of siltstones, with occasional coarse sandstone or gravel-bearing mass transport deposits. The sedimentary facies include tens-of-meters-thick turbidity channels, medium-to-thick turbidity channel/levee deposits, lobe deposits, and thin sheet sands interbedded with mudstones. Incomplete Bouma sequences are observed in the lobe and sheet sand deposits, with sole marks and trace fossils being very common. Additionally, abundant plant debris is visible on the bedding planes of the interbedded thin sheet sands and mudstones, and vitrinite bands are occasionally observed, indicating that coastal peat swamps in a narrow shelf setting were transported into deep-water deposits. [Conclusion]These well-exposed profiles provide excellent examples of submarine fan deposition in a narrow shelf environment. The research findings hold significant importance for understanding the dynamics of the South China Sea continental margin and the study of deep-sea reservoirs.
Reappraisal of Late Neoproterozoic Stratigraphic Age in the Tieklik Block, Southwest Tarim Basin and Its Tectonic Significance
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250516
Abstract:
[Objective]The Neoproterozoic strata in the Tarim Basin record the breakup of the Rodinia supercontinent and basin evolution history. Robust constraints on their stratigraphic ages are crucial for reconstructing the tectonic-sedimentary processes of the Tarim Basin during the Rodinia supercontinent cycle. Although previous studies have been conducted on the Neoproterozoic strata in the Tarim Basin, controversies remain regarding the depositional ages and sources of key stratigraphic horizons of the southwest Tarim Basin. [Methods] In this study, sedimentary analysis was conducted on the Late Neoproterozoic Yutang section in the Tieklik block of southwest Tarim Basin, which includes the Qingbaikou System Sukuluoke Formation, Nanhua System Yalaguzi Formation, Bolong Formation, Kelixi Formation, Yutang Formation, and Sinian System Kurkake Formation. Five clastic rock samples were collected from three key stratigraphic units from the Qingbaikou to Sinian Systems for compositional analysis of clasts and zircon morphology, as well as detrital zircon U-Pb dating. [Results] Based on previous stratigraphic ages, the Late Neoproterozoic stratigraphic ages have been redefined: (1) The maximum depositional age of the Qingbaikou System Sukuluoke Formation is 739.2±8.9 Ma, and its depositional age is redefined to be 740-720 Ma; (2) The maximum depositional age of the Nanhua System Yalaguzi Formation is 725±10 Ma, while the depositional ages of the Bolong Formation, Kelixi Formation, and Yutang Formation are defined as 720-700 Ma, 700-660 Ma, 660-645 Ma, and 645-635 Ma, corresponding to the Sturtian glaciation, interglacial stage, and Marinoan glaciation, respectively; (3) The maximum depositional age of the Sinian System Kurkake Formation is 677.1±9.3 Ma, and its depositional age is constrained to 635-585 Ma based on the deep-water shelf fine-clastic deposits after glacial ablation. [Conclusion] Integrated results of clast composition, zircon morphology, and detrital zircon U-Pb age spectra reveal distinct provenance change in the southwest Tarim Basin. During the Qingbaikou Period, detrital zircon ages exhibit bimodal peaks at ~780 Ma and ~1,880 Ma, indicating mixed sources from both the Tarim craton and Tianshuihai terrane. In contrast, Nanhua-Sinian strata show a unimodal peak at ~780 Ma, reflecting stable source from the Tarim craton. This provenance shift suggests tectonic separation of the Tianshuihai terrane from the Tarim craton. The structural-sedimentary evolution of the southwest Tarim Basin is interpreted as follows: during the Qingbaikou Period, isolated NE-trending rift basins developed in the southwest Tarim Basin, which was controlled by the Rodinia supercontinental breakup; During the Nanhuan Period, these isolated rifts were gradually interconnected through enhanced subsidence and sediment routing, which was influenced by sustained Rodinia supercontinental breakup, far-field effects of the subduction of the ocean along the northern Tarim margin, and global glaciation; During the Sinian Period, the basin was inherited the Nanhua structural patterns, and transferred from rifting basin to depression basin.
Study on the hydrochemical characteristics of karst hot water and genesis of hot springs in Midu County
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250253
Abstract:
Midu County, Dali Prefecture is rich in geothermal resources, where hot springs are developed, but the degree of development and utilization is low.【Objective】To reveal the genetic mechanism of geothermal water in the county and provide a basis for the development and utilization of hot spring resources.【Methods】This study selected five hot springs, two cold springs, two surface water samples, and one well water sample as research objects. Hydrogeochemical methods, isotope characteristic analysis and geothermal reservoir characteristic analysis were adopted to infer the genesis of hot springs, and use COMSOL Multiphysics software to perform numerical simulation of typical profile hot spring water thermal coupling.【Conclusion】The results show that: The hydrochemical type of geothermal water in the study area is mainly HCO3-Na type water, supplied by atmospheric precipitation, with an average supply elevation of 2827 m. The supply area is located near Shuimu Mountain in the eastern part of the county and Bijia Mountain in the northwest. There is a significant "18O drift" phenomenon in the water samples, indicating that geothermal water has undergone a certain degree of oxygen isotope exchange. The groundwater age in the study area is between 1067a-28313 a, there are significant differences in the retention time of different hot spring cycles.The temperature of geothermal reservoir is between 81-114℃, and the depth of geothermal water circulation is between 2387-3487 m. The two-dimensional simulation results of hydrothermal coupling in typical sections show that the seepage field presents obvious hierarchical pattern. The temperature field shows that the heat exchange occurs with the rock mass after rainfall infiltration into the formation, and the heat in the bottom high-temperature stratum is carried to the shallow part and the spring is exposed at the fault. The cause of thermal water can be summarized as follows: atmospheric precipitation seeped down the outcrop of aquifer, gradually heated by heat exchange with surrounding rock in the process of infiltration and migration from shallow part to deep part. When it reached a certain depth, it encountered faults and migrated upward along the fault zone. In the upward migration, due to the dilution effect of surface cold water, the water temperature dropped, and finally rose to the surface along the tensile fault zone or fracture fracture zone, and emerged into springs. The study reveals the formation reasons of geothermal water in Midu County, which can provide important basis for the development and utilization of hot springs and the protection of geothermal water resources in the study area.
Identification of Rock Mass Fractures and Extraction of Characteristic Parameters Based on an Improved U-Net Model
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250491
Abstract:
[Objective] To overcome the limitations of conventional manual methods for rock fracture identification—such as low efficiency, high subjectivity, and limited accessibility in rugged terrain—this study aims to develop an approach for rapid and accurate fracture recognition and parameter extraction, particularly on steep rock slopes.[Methods]An enhanced U-Net model was developed and trained on the publicly available GeoCrack dataset. To better capture the irregular, linear characteristics of fractures, the model integrates a Convolutional Block Attention Module (CBAM) and a multi-scale feature fusion mechanism. The AdamW optimizer combined with a cosine annealing learning rate scheduler was employed to accelerate convergence and ensure training stability. Recognized fractures were refined using post-processing techniques, including Gaussian blur, morphological operations, and skeletonization. Fracture characteristic parameters were then calculated by integrating the 2D image data with 3D point clouds using camera parameters. The proposed workflow was validated using drone-captured imagery of the Jigongyan rock mass. [Results]Experimental results demonstrate that the improved U-Net model outperforms both a traditional Fully Convolutional Network (FCN) and the original U-Net in terms of Pixel Accuracy (PA), Mean Pixel Accuracy (MPA), and Mean Intersection over Union (MIoU). In the Jigongyan case study, the dominant fracture orientations identified by the model (approximately 320° and 140°, with dip angles of 75°–85°) show strong agreement with field mapping data (e.g., T1: 330°∠82°; T3: 170°∠82°). The calculated 3D fracture length and width exhibited minimal errors. [Conclusion]This study presents an automated workflow for rock fracture identification and parameter quantification. The method not only reduces survey costs and improves accuracy but also provides a reliable reference for designing engineering mitigation measures, demonstrating considerable practical value.
Research on the Discovery and Mineralization Mechanism of the Bauxite Deposit in the Upper Reaches of the Yarkant River, Xinjiang
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250541
Abstract:
[Objective] The Xinjiang region is rich in mineral resources, including petroleum, natural gas, coal, iron, ect. However, bauxite resources have historically been scarce, with only a few scattered occurrences identified along the southern Tianshan Mountains and the northwestern margin of the Tarim Basin. In 2025, bauxite deposits were discovered in Kalakunlun Orogen. This breakthrough confirmed—for the first time—the presence of industrial-grade bauxite bodies in the Kunlun Orogen, expanding the prospective exploration area for bauxite across Xinjiang Province. The Xinjiang bauxite exhibits strong similarities to deposits commonly found in North and South China: developed on carbonate platforms and are genetically classified as karst-type bauxite. Given the widespread distribution of carbonate platform sediments throughout Xinjiang, the region holds considerable potential for further bauxite development. There is an urgent need to conduct detailed research on this newly discovered deposit to preliminarily clarify the bauxite mineralization processes, elucidate its metallogenic mechanisms, and provide a solid scientific foundation for subsequent bauxite exploration in Xinjiang. [Methods] This study targeted the bauxite occurrence in the Kalakunlun Orogen area, employing an integrated multi-disciplinary approach including sedimentology, stratigraphy, paleontology, mineralogy, and geochemistry. [Results] The findings reveal that bauxite is developed under warm, humid tropical climatic conditions, influenced by regional tectonic evolution and multi-phase sea-level fluctuations driven by global glacial-interglacial cycles. [Conclusion] The bauxite layer preserves a complete regressive-transgressive sedimentary cycle. Regression exposed the carbonate platform, creating conditions conducive to bauxite formation through intense weathering and leaching processes, while subsequent transgression resulted in the deposition of overlying organic-rich carbonaceous mudstone. Sedimentological and geochemical characteristics document frequent sea-level oscillations and climatic change, which established optimal prerequisites for enhanced leaching and metallogenesis in this area. This discovery not only addresses a key regional metallogenic gap but also underscores the broader exploration potential for carbonate-hosted karst bauxite in tectonically active orogenic settings like the Kunlun Orogen.
Development characteristics and exploration potential of Early-Middle Jurassic Continental Shales in eastern Sichuan Basin
Xie Rui, Luo Shunshe, Lv Qiqi, Zhou Lin, Zhang Shangfeng, Zhou Kun
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250471
Abstract:

早中侏罗世时期川东地区为三角洲-湖相沉积,中下侏罗统发育了多套富有机质页岩,为了明确该区侏罗系陆相页岩油气的勘探潜力,基于钻井岩心、野外露头剖面、测录井资料、分析测试资料等的系统分析,对该区侏罗系陆相泥页岩发育特征、原生品质、可改造性等进行了综合研究。结果表明:1)川东地区中下侏罗统主要发育自流井组东岳庙段和大安寨段、凉高山组凉二段三套半深湖相暗色泥页岩;2)三套页岩的有机碳含量主要在0.5%~2%之间,有机质类型以Ⅱ型干酪根为主,有机质热演化程度主要在0.9%~1.5%;3)三套页岩储层无机孔、有机孔均见发育,具备一定的储集性能和含气性,其中东岳庙段页岩储集物性和含气性最好,其次为凉二段,大安寨段最差;4)三套页岩发育不同岩性、不同规模的隔夹层,其中凉二段页岩隔夹层主要为数毫米~数米厚的粉砂岩,东岳庙段隔夹层主要为数毫米~数十厘米的介壳灰岩,大安寨段介壳灰岩隔夹层厚度大、层数多。综合评价认为凉二段页岩厚度最大,可压性最好,且具备较好的原生品质和含气性,是最现实的勘探开发层系;东岳庙段页岩原生品质和含气性最好,但粘土矿物含量高,发育介壳灰岩隔夹层,需加强工程工艺攻关;大安寨段页岩分布局限,原生品质和可压性较差,暂不具备大规模勘探开发的条件。

Ring Shear Tests on the Shear Behavior of Clay-Infilled Discontinuity–Bedrock Interfaces under Various Moisture Conditions
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250430
Abstract:
As weak structural planes in geotechnical engineering, argillized interlayers play a controlling role in slope stability due to their shear strength properties. Existing studies often analyze the effects of interface roughness or moisture conditions independently, while in-depth investigation into their combined influence remains limited. This study focuses on the argillized interlayer from a typical slope in Guiyang, Guizhou Province. Three types of bedrock interfaces with different fractal intercepts (A = 0.3918, 0.4059, and 0.4263) were prepared using 3D printing and concrete casting techniques. Interface shear tests were conducted using the KTL-IST type ring shear test system under two moisture states (natural and saturated) and normal stresses ranging from 100 to 400 kPa.The results show that under natural conditions, the peak interface strength increases significantly with the increase of fractal intercept: the peak internal friction angle rises from 35.00° to 47.73°, and the peak cohesion increases from 71.97 kPa to 103.39 kPa. The residual strength parameters are also affected by the fractal intercept, among which the residual cohesion shows nonlinear variation. Under saturated conditions, the peak interface strength degrades significantly; under a normal stress of 400 kPa, the peak strength attenuation rates corresponding to the three fractal intercepts are 11.19%, 24.26%, and 21.62%, respectively. Additionally, the residual cohesion after saturation exhibits a positive correlation with the fractal intercept, while the residual internal friction angle shows nonlinear variation.Furthermore, under saturated conditions, the shear stress–displacement curves exhibit regular periodic fluctuations, primarily attributed to intrinsic soil properties such as coarse particle distribution, grain size composition, and heterogeneous development of the shear zone. This study reveals the variation patterns of shear strength at the clay-filled discontinuity–bedrock interface under different fractal intercepts and moisture conditions, providing a foundation for further investigation into the shear failure mechanisms of such interfaces.
Petrological characteristics and formation-evolution process of basement buried hill in Weixinan Sag, Beibuwan Basin
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250480
Abstract:
[Objective]The basement buried hill in Weixinan sag is an important target area for oil and gas exploration in the South China Sea. However, its stratigraphic age is vague, lithology is complex and diverse, boundary characterization is difficult and distribution law is unknown, which seriously restricts the buried hill oil and gas exploration. [Methods]This study integrates drilling cuttings, core samples, well logging data, and 3D seismic data from the basement. By employing methods from petrology, zircon U-Pb dating, structural geology, and geophysics, it systematically determines the ages and geophysical characteristics of different strata. Subsequently, the spatial distribution of lithologies is characterized, a structural evolution model of the buried hill is established, and the distribution patterns of the strata are revealed.[Results]The results show that there are three types of lithology in the basement. First, the Carboniferous carbonate rocks containing and coral fossils were formed in the expansion stage of the Qinfang Trough in the Hercynian period. The second is the early palaeozoic granite with zircon U-Pb age of 460~430 Ma, which is the magmatic response product of Caledonian orogeny. The third is the Precambrian metamorphic rocks with a peak age of 1180 Ma. The combination of well and seismic analysis shows that the velocity and impedance of the three types of rocks are significantly different. The velocity of carbonate rock formation is the highest (6000-6500m/s), followed by granite (5000-6000m/s), and metamorphic rock is the lowest (4500-5200m/s). [Conclusion]Through comprehensive seismic configuration and multi-attribute analysis, the lithological boundaries were delineated, revealing that the basement is divided by fault zones. The No.1 fault zone is dominated by carbonate rocks, the No.2 fault zone shows mixed granite-carbonate lithology, the No.3 fault zone exhibits mixed granite-metamorphic rock assemblages, while the slope area is primarily composed of granite.This results in a planar distribution pattern characterized by stable granitic basements in the north and south, and mixed lithologies in the central area. Differential multi-phase tectonic uplift and erosion are identified as the main controls on lithological distribution in the buried hills: Caledonian uplift exposed granite, Hercynian subsidence controlled carbonate rock overlap deposition, Indosinian-Yanshan movements influenced differential preservation of strata, and the Himalayan movement established the present basement structural framework. The results effectively guide the exploration evaluation and breakthrough of granite and metamorphic buried hills in No.2 and No.3 fault zones, and have important practical significance for oil and gas exploration in similar cross-lithologic buried hills.
Analysis of differences in various types of ultra-deep reservoirs and their relationship with gas well productivity - A case of the Cretaceous Baxigai Formation to Bashijiqike Formation in well area Bozi 3, Kuqa Depression
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250518
Abstract:
In order to clarify the favorable reservoir types and their distribution characteristics of the main gas-producing layer system in Baxigai Formation, as well as their controlling effect on production capacity differences, and the differences between the two gas-producing layer systems, core detailed description, microscopic casting thin section, X-ray diffraction and other experimental analyses were carried out on multiple wells in Bozi 3 Well Area. Reservoir types were divided, and the relationship between reservoir thickness and unobstructed flow rate of gas wells was clarified. It is considered that there are differences between the Baxigai Formation and the Bashijiqike Formation in terms of sedimentary facies types, reservoir types and thickness, as well as the relationship between fracture (fracture) and matrix reservoir configuration. ① The main gas-producing layer system of Well Area Bozi 3 is characterized by fan delta front braided channel conglomerate deposits in the Baxigai Formation Member 2, and the Baxigai Formation Member 1 is mainly composed of interbedded siltstone and fine sandstone of fan delta front dam bodies and submarine distributary channels with lacustrine facies. The Bashijiqike Formation Member 3 is mainly characterized by large-area deposition of subaqueous distributary channels in the front of a braided river delta. The brown mudstone interbeds are primarily developed in Member 1 of the Baxigai Formation, moderately developed in Member 2, and not well developed in Member 3 of the Bashijiqike Formation. ② The second member of the Baxigai Formation is mainly composed of pore-type and fracture-pore-type reservoirs; the third member of the Bashijiqike Formation is mainly composed of pore-fracture-type reservoirs. The reservoir is divided into 4 categories based on the sandstone porosity value, among which Categories I, II, and III are effective reservoirs, and Category IV is a non-reservoir. The total thickness of Category II and III reservoirs in the second member of the Baxigai Formation is generally less than 15m; the total thickness of Category I, II, and III reservoirs in the third member of the Bashijiqike Formation is 10m-26m, with a relatively large effective reservoir thickness. ③ The second member of the Baxigai Formation is mainly composed of interbedded sandstone, conglomerate, and siltstone, with relatively thin reservoir thickness, lower fracture development degree than the Bashijiqike Formation, but better matrix reservoir development; the third member of the Bashijiqike Formation is mainly composed of thick conglomerate, with large reservoir thickness and well-developed fractures; ④ The size of the unobstructed flow rate of each well in the second member of Baxigai Formation is closely related to the thickness and distribution of II and III class reservoirs. The production capacity of each gas well is controlled by both the degree of fracture development and the thickness of the matrix reservoir; the production capacity of each gas well in the third member of Bashijiqike Formation is mainly controlled by the degree of fracture development, and the correlation with effective reservoir thickness is weak. This indicates that the development of fractures in the Bozi 3 well area is a key factor for high-yield gas wells, and favorable sedimentary facies and effective reservoir thickness also play a controlling role in high-yield gas wells. The above understanding provides important geological basis for increasing natural gas reserves and production in the area.
The application of detrital zircon and rutile U-Pb age composition in the discrimination of tectonic settings
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250447
Abstract:
Abstract:[Objective]The U-Pb age distribution characteristics of detrital heavy minerals serve as a commonly employed and effective method for discriminating tectonic settings. In recent years, the application of cumulative probability curves of detrital zircon U-Pb ages for identifying tectonic settings has gained widespread usage. As a complement to detrital zircon, detrital rutile provides clearer discrimination between convergent and collisional settings. However, the prerequisite for this methodology is the accurate determination of the depositional age of the stratigraphic unit, which remains a challenging aspect in sedimentology and basin analysis. [Methods]Although χ 2-square analysis based on detrital zircon U-Pb age characteristics can effectively identify tectonic settings without relying on depositional age constraints, its application in complex collisional settings has proven inadequate. This study demonstrates that neither detrital zircon nor detrital rutile U-Pb age characteristics, when subjected to χ2-square analysis, can effectively discriminate collisional settings. [Results]Consequently, the exclusive use of any single mineral or methodological approach cannot achieve complete accuracy in determining tectonic settings. Through detailed discussion of the advantages and limitations of detrital zircon and detrital rutile applications in basin tectonic settings discrimination, this study proposes an integrated analytical framework combining U-Pb age characteristics of both detrital minerals with χ2-square analysis. [Conclusion]This comprehensive methodology enables accurate identification of tectonic settings, with particular improvement in the precision of discriminating collisional processes within basin tectonic backgrounds.
Mineral prospectivity mapping of porphyry copper deposits in the Duobaoshan district using random forest and SHAP interpretation
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250470
Abstract:
[Objective] Mineral resource prediction is often hindered by the complexity of metallogenic processes and the challenge of fusing multi-source geological data. To address these issues, the Duobaoshan copper deposit and its surrounding area in Heilongjiang Province were selected as a case study, where machine learning algorithms were applied for the prediction and evaluation of porphyry copper deposits. [Methods] By integrating multi-source geological data, a predictor system of eight factors was constructed, including buffers for faults, intrusions, and strata; geochemical anomalies of Cu, Mo, and Au; the first robust principal component score (RPC1); and residual gravity anomalies. To address the scarcity of known deposits, a spatial neighborhood augmentation strategy was adopted for sample expansion. On this basis, a Random Forest (RF) prediction model was developed, with Logistic Regression (LR) and Support Vector Machine (SVM) introduced as baseline models for performance comparison. Furthermore, the SHAP algorithm, utilizing the TreeExplainer and interaction plots, was employed to quantitatively interpret key metallogenic elements. [Results] Experimental results indicate that the grid-search optimized RF model achieved an AUC of 0.962 on the testing set, outperforming SVM (0.938) and LR (0.874), demonstrating superior generalization and robustness. Success-rate analysis showed that the top 10% high-probability area captured 88% of known deposits, indicating significant exploration efficiency. SHAP analysis revealed that stratigraphic buffer, RPC1, and Cu anomalies were the dominant predictors. Moreover, significant non-linear interaction enhancement effects were identified between strata and faults/Cu anomalies, quantitatively characterizing the synergistic metallogenic mechanism of "strata-structure-fluid". [Conclusion] This study constructed a random forest prediction model based on sample augmentation and multi-model comparison, effectively overcoming the difficulty of small-sample modeling. Based on probability thresholds determined by the success-rate curve, seven metallogenic prospective zones were delineated, including one Grade-A, four Grade-B, and two Grade-C zones. The prediction results are highly consistent with geological laws, providing scientific basis and technical support for the exploration of porphyry copper deposits in the Duobaoshan periphery and similar covered areas.
Application analysis of UAV front-end Intelligence in Geological element interpretation
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250441
Abstract:
[Objective]Small and medium-sized unmanned aerial vehicles (UAVs) are expected to play an increasingly important role in UAV front-end intelligence for geological applications. However, limitations such as low onboard computational performance and restricted battery capacity continue to constrain the deployment of intelligent models on UAV platforms. To address this challenge, this study integrates the multi-kernel lightweight convolutional model ultralight_unet micro model into geological interpretation tasks under complex environments, and evaluates its effectiveness in geological feature interpretation for front-end embedded systems. Distinct from traditional passive compression-based lightweight model approaches—such as pruning and quantization—and from existing lightweight networks that rely on single kernels or weak attention mechanisms, ultralight_unet employs an inherently lightweight multi-kernel architecture (MKIR/MKIRA) that enables more robust multi-scale geological feature extraction at extremely low computational cost.[Methods]Using Landsat-8 imagery from the Eastern Kunlun region, we conduct a systematic comparison between the ultralight_unet micro model and large-scale models such as U-Net and DeepLabv3plus, as well as mainstream lightweight networks including MobileNetV3 and Fast-SCNN. The comparison assesses performance across model parameters, floating-point operations, and interpretation accuracy to reflect deployment requirements typical of UAV front-end intelligence scenarios. [Results]Results show that the ultralight_unet micro model contains only 0.32M parameters and 0.77G FLOPs, representing 92–466× and 10–230× reductions compared with U-Net and DeepLabv3plus, respectively. It achieves an overall Pixel Accuracy (oPA) of 62.75%, a mean Intersection over Union (mIoU) of 40.82%, and an F1-score of 55.68%. Compared with SegNet, oPA, mIoU, and F1-score improve by 4.14%, 6.98%, and 6.92%, respectively. [Conclusion]Moreover, the ultralight_unet micro model demonstrates lower complexity and computational cost than MobileNetV3 and Fast-SCNN, while offering enhanced feature representation for remote sensing scenes characterized by weak geological textures and blurred boundaries. This provides a deployable lightweight solution for UAV-based geological feature interpretation on front-end devices.Although its accuracy remains below that of certain large-scale state-of-the-art multimodal networks, this study provides experimental evidence and methodological insights for the intelligent deployment of UAV geological equipment, and establishes a foundation for developing more advanced lightweight models tailored to specific tasks.
Vesicle-Filling Processes of Cretaceous Volcanic Rocks in the Honghaershute Depression, Erlian Basin
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250392
Abstract:
[Objective] Significant progress has been made in the exploration of Cretaceous volcanic rocks in the Honghaoershute Depression of the Erlian Basin. However, the study of reservoir genesis mechanisms, particularly the primary pore filling and subsequent modification, remains relatively weak. [Methods] In this study, core samples were collected from three oil-bearing structures (Baer, Hailute, and Nugeda) within the study area. Comprehensive analyses were conducted using core observations, thin-section identification, scanning electron microscopy (SEM), electron backscatter diffraction (EBSD), and energy-dispersive spectrometry (EDS) point-to-area scanning. These analyses were used to investigate the pore-filling series and mechanisms of Cretaceous volcanic rocks in different structures. [Results] The results show that the pore-filling materials in the volcanic rocks of the study area primarily consist of calcite, dolomite, chlorite, quartz, and kaolinite, which are similar to the materials filling fractures. These materials are predominantly controlled by the compositional characteristics of the volcanic rock matrix.In the Hailute structure, the andesites exhibit high Fe-Mg content and abundant calcic-albite phenocrysts. The pore-filling materials are dominated by Fe-bearing dolomite, with a high degree of filling.In the Baer structure, the andesites also exhibit high Fe-Mg content, but the calcite content in the albite phenocrysts is low. Calcite fills only the edges of the pores, while the interior is primarily filled with chlorite. In the Nugeda structure, the andesites show low Mg, low Fe, and high K characteristics. The pore-filling materials are dominated by quartz and kaolinite, with a low degree of filling.The pore-filling patterns depend on the connectivity between pores and the matrix. Three filling modes are identified and established: (1) fracture-connected type, (2) compaction-damaged type, and (3) uneven filling type. [Conclusion] The differences in physical properties of the andesite reservoirs in the study area are mainly controlled by the combined effects of fracture connectivity and the degree of dissolution, while vesicle filling intensity and mineral types to some extent influence the development of dissolution and primary reservoir space.
Impact of Mixing Intensity on Reservoir Pore-Throat Characteristics and Its Application in Classifying Mixed Sandstone Reservoirs: A Case Study from the Miocene of M Oilfield, Iraq
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250402
Abstract:
To clarify the impact of mixing intensity on reservoir pore-throat characteristics and its application in classifying mixed sandstone reservoirs, a case study of the Miocene Asmari Formation in the M Oilfield, Iraq, was conducted. Integrating core samples, thin sections, measured porosity-permeability data, well logs, and geochemical data, we analyzed how mixing intensity controls pore-throat structures and established a classification scheme for mixed sandstone reservoirs. Key findings include:①Diverse mixed rock types (e.g., sand-bearing grainstone, sandy dolomitic grainstone, dolomite-bearing sandstone, and dolomitic sandstone) were identified. Mixing intensity was quantified by the volumetric ratio of terrigenous clastics to carbonate components: <25% minor component = low mixing, 25%-50% = high mixing.②Mixing intensity significantly controls pore-throat structures. In sandstone reservoirs, when dolomitic mixing intensity (Hjy) <25%, primary intergranular pores with constricted throats dominate (Φ>15%, K>100mD). At Hjy>25%, pore systems evolve into intergranular + intercrystalline (dissolved) pores with constricted + intercrystalline throats, causing sharp declines in Φ and K. In carbonate reservoirs, siliciclastic mixing intensity (Hjs) >25% reduces pore-throat connectivity (K<10mD).③Based on pore-throat responses and mixing thresholds, mixed sandstone reservoirs are classified into four types (I, II, III, IV) with distinct characteristics.This study demonstrates that mixing intensity governs reservoir heterogeneity. The classification scheme integrating mixing intensity and pore-throat structures effectively predicts favorable reservoir distributions, providing a geological basis for efficient hydrocarbon exploration in mixed sandstone reservoirs.
Source and migration characteristics of tight gas in Upper Triassic Xujiahe Formation, northeastern Sichuan Basin
, Available online  , doi: 10.19509/j.cnki.dzkq.tb20250391
Abstract:
In order to clarify the source and migration characteristics of natural gas in Xujiahe Formation and support efficient exploration of tight gas, northeastern Sichuan Basin. Based on the understanding of the structure, faults, and sedimentation, northeastern Sichuan Basin, comprehensive utilization of natural gas composition and stable carbon and hydrogen isotope data is carried out to analyze the geochemical characteristics, genesis and sources of natural gas; Furthermore, by combining formation pressure, migration characteristics was studied. The results indicate that the natural gas of T3x3 and T3x4 Members in Yuanba Area and T3x4 Member in Langzhong and Bazhong Area are mainly coal type gas, originating from the coal bearing source rocks of Xujiahe Formation. The natural gas of T3x2 Member in Yuanba Area is a mixture of coal type gas and oil type gas, sourced from Xujiahe Formation and Leikoupo Formation. The natural gas of T3x2 and T3x4 Members in Tongnanba anticline and Tongjiang depression is a mixture of oil type gas generated by Wujiaping Formation source rocks and its own coal type gas. Due to the different hydrocarbon supply of Xujiahe Formation, the carbon isotopes of different layers show regular changes. Natural gas has not undergone long-distance lateral migration, and there are two types of vertical migration characteristics: ①When the faults in Xujiahe Formation is underdeveloped and the thickness of T3x3 Members is large, natural gas has not undergone long-distance vertical migration. ②When the faults develop, high permeability fault-fractures bodies become channels for long-distance vertical migration of natural gas, promoting the mixing of gas in T3x2 and T3x4 Members, manifested as similar gas components and formation pressure characteristics.