| Citation: | XIAO Zikang，XU Chong，LI Hong，et al. Development status and trend analysis of physical simulation experiments for geological hazards[J]. Bulletin of Geological Science and Technology，2025，44（4）：23-47 doi: 10.19509/j.cnki.dzkq.tb20240454
|
Over the past 20 years, physical simulation experiments for geological hazards have rapidly developed, evolving into an interdisciplinary field with widespread applications and continuous technological advancements. Analyzing the current status and trends of physical simulation experiments for geological hazards helps researchers gain a comprehensive understanding of the field, design experiments, develop equipment, and update technologies aligned with future directions, thereby promoting innovation in key theories related to geological hazards.
This paper reviews a significant body of domestic and international literature on physical simulation experiments of geological hazards, summarizes five key significances of conducting such experiments, and analyzes the current status of six core physical simulation technologies. Model box and flume are the most widely used simulation technologies due to their versatile combinations, low cost, ease of installation, and simple operation. Base friction simulation technology enables coupling between the model and the gravitational field in two-dimensional settings. Shaking table and centrifuge technologies, while expensive to build and operate, provide controlled vibrational and gravitational conditions, playing an indispensable role in physical simulation experiments. In-situ simulation technology, while facing challenges such as long experimental cycles, difficult model fabrication, high personnel input, low automation, and poor repeatability, offers distinct advantages by mitigating issues such as scaling effects, boundary constraints, and gravitational distortion.
Physical simulation experiments for geological hazards are evolving toward greater scenario complexity, larger-scale testing, more scientific material selection, and intelligent data collection. These advancements impose higher demands on experimental technologies and economic costs, highlighting the urgent need to foster a conducive development environment. Doing so will enable physical simulation technology to play an even greater role in geohazard research.
| [1] |
FANG K,TANG H M,LI C D,et al. Centrifuge modelling of landslides and landslide hazard mitigation:A review[J]. Geoscience Frontiers,2023,14(1):101493. doi: 10.1016/j.gsf.2022.101493
|
| [2] |
GONG Y F,YAO A J,LI Y L,et al. Model test study on sliding-toppling composite deformation evolution of anti-dip layered rock slope[J]. Bulletin of Engineering Geology and the Environment,2023,82(5):194. doi: 10.1007/s10064-023-03213-4
|
| [3] |
肖捷夫,李云安,蔡浚明. 水位涨落作用下藕塘滑坡响应特征模型试验研究[J]. 工程地质学报,2020,28(5):1049-1056.
XIAO J F,LI Y A,CAI J M. Model test research on response characteristics of Outang landslide under water level fluctuation[J]. Journal of Engineering Geology,2020,28(5):1049-1056. (in Chinese with English abstract
|
| [4] |
詹志发,贺建先,郑博文,等. 边坡模型相似材料配比试验研究[J]. 地球物理学进展,2019,34(3):1236-1243. doi: 10.6038/pg2019DD0176
ZHAN Z F,HE J X,ZHENG B W,et al. Experimental study on similar material proportion of slope model[J]. Progress in Geophysics,2019,34(3):1236-1243. (in Chinese with English abstract doi: 10.6038/pg2019DD0176
|
| [5] |
许强,刘汉香,邹威,等. 斜坡加速度动力响应特性的大型振动台试验研究[J]. 岩石力学与工程学报,2010,29(12):2420-2428.
XU Q,LIU H X,ZOU W,et al. Large-scale shaking table test study of acceleration dynamic responses characteristics of slopes[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2420-2428. (in Chinese with English abstract
|
| [6] |
郭长宝,张永双,刘定涛,等. 基于离心机模型试验的甘肃江顶崖古滑坡复活机理研究[J]. 工程地质学报,2022,30(1):164-176.
GUO C B,ZHANG Y S,LIU D T,et al. Centrifuge model test of reactivation mechanism of Jiangdingya ancient landslide in Gansu Province[J]. Journal of Engineering Geology,2022,30(1):164-176. (in Chinese with English abstract
|
| [7] |
苏占东,周思哲,王成虎,等. 工程岩体物理模拟研究中实验材料的选择与应用[J]. 地质论评,2023,69(3):1133-1149.
SU Z D,ZHOU S Z,WANG C H,et al. A review of the selection and application of experimental materials in the study of physical simulation of engineering rock masses[J]. Geological Review,2023,69(3):1133-1149. (in Chinese with English abstract
|
| [8] |
SIDLE R C,SWANSTON D N. Analysis of a small debris slide in coastal Alaska[J]. Canadian Geotechnical Journal,1982,19(2):167-174. doi: 10.1139/t82-018
|
| [9] |
YAGI N,YATABE R,ENOKI M. Laboratory and field experiments on prediction method of occuring time of slope failure due to rainfall[J]. Landslides,1985,22(2):1-7. doi: 10.3313/jls1964.22.2_1
|
| [10] |
VAN STEUN H,COUTARD J P. Laboratory experiments with small debris flows:Physical properties related to sedimentary characteristics[J]. Earth Surface Processes and Landforms,1989,14(6):587-596. doi: 10.1002/esp.3290140614
|
| [11] |
AYDAN Ö,SHIMIZU Y,ICHIKAWA Y. The effective failure modes and stability of slopes in rock mass with two discontinuity sets[J]. Rock Mechanics and Rock Engineering,1989,22(3):163-188. doi: 10.1007/BF01470985
|
| [12] |
NISHIDA T,ESAKI T,KAMEDA N. A development of the base friction technique and its application to subsidence engineering[C]//Anon. Proceedings of the International Symposium on Engineering in Complex Rock Formations. Amsterdam:Elsevier,1988:386-392.
|
| [13] |
史培军,郭卫平,李保俊,等. 减灾与可持续发展模式:从第二次世界减灾大会看中国减灾战略的调整[J]. 自然灾害学报,2005,14(3):1-7. doi: 10.3969/j.issn.1004-4574.2005.03.001
SHI P J,GUO W P,LI B J,et al. Disaster reduction and sustainable development:Adjustment of disaster reduction strategies of China based on “The 2nd World Conference on Disaster Reduction,2005”[J]. Journal of Natural Disasters,2005,14(3):1-7. (in Chinese with English abstract doi: 10.3969/j.issn.1004-4574.2005.03.001
|
| [14] |
BEER T. The natural hazards theme of the International Year of Planet Earth[J]. Natural Hazards,2007,42(3):469-480. doi: 10.1007/s11069-006-9076-z
|
| [15] |
EIGENMANN R,HACKER T J,RATHJE E M. NEES cyberinfrastructure:A foundation for innovative research and education[C]//Anon. Proceedings of the 9th US/10th Canadian Conference on Earthquake Engineering. [S. 1. ]:[S. n. ],2010.
|
| [16] |
IVERSON R M. Sensitivity of stability analyses to groundwater data[C]//Anon. The Sixth International Symposium on Landslides. [S. 1. ]:CRC Press,1992:451-457.
|
| [17] |
TAGAWA Y,KAJIWARA K. Controller development for the E-defense shaking table. Part I:Proceedings of the Institution of Mechanical Engineers[J]. Journal of Systems and Control Engineering,2007,221(2):171-181.
|
| [18] |
VAN DEN EINDE L,CONTE J P,RESTREPO J I,et al. NHERI@UC San diego 6-DOF large high-performance outdoor shake table facility[J]. Frontiers in Built Environment,2021,6:580333. doi: 10.3389/fbuil.2020.580333
|
| [19] |
石菊松,吴树仁,张永双,等. 应对全球变化的中国地质灾害综合减灾战略研究[J]. 地质论评,2012,58(2):309-318.
SHI J S,WU S R,ZHANG Y S,et al. Integrated landslide mitigation strategies study for global change in China[J]. Geological Review,2012,58(2):309-318. (in Chinese with English abstract
|
| [20] |
张永双,孙璐,殷秀兰,等. 中国环境地质研究主要进展与展望[J]. 中国地质,2017,44(5):901-912.
ZHANG Y S,SUN L,YIN X L,et al. Progress and prospect of research on environmental geology of China:A review[J]. Geology in China,2017,44(5):901-912. (in Chinese with English abstract
|
| [21] |
TANG H M,LI C D,HU X L,et al. Evolution characteristics of the Huangtupo landslide based on in situ tunneling and monitoring[J]. Landslides,2015,12(3):511-521. doi: 10.1007/s10346-014-0500-2
|
| [22] |
MA K,ZHANG Y M,WU H G,et al. Shaking table test study of accumulation layer landslide under earthquake action[J]. Arabian Journal of Geosciences,2022,15(2):161. doi: 10.1007/s12517-021-08631-w
|
| [23] |
STANIER S A,BLABER J,TAKE W A,et al. Improved image-based deformation measurement for geotechnical applications[J]. Canadian Geotechnical Journal,2016,53(5):727-739. doi: 10.1139/cgj-2015-0253
|
| [24] |
许冲,戴福初,徐锡伟. 汶川地震滑坡灾害研究综述[J]. 地质论评,2010,56(6):860-874.
XU C,DAI F C,XU X W. Wenchuan earthquake-induced landslides:An overview[J]. Geological Review,2010,56(6):860-874. (in Chinese with English abstract
|
| [25] |
王永志,王体强,王海,等. 我国土工离心机进展与研发关键技术[J]. 地震研究,2020,43(3):592-600.
WANG Y Z,WANG T Q,WANG H,et al. Geotechnical centrifuge progress and key technologies in China[J]. Journal of Seismological Research,2020,43(3):592-600. (in Chinese with English abstract
|
| [26] |
董金玉,杨国香,伍法权,等. 地震作用下顺层岩质边坡动力响应和破坏模式大型振动台试验研究[J]. 岩土力学,2011,32(10):2977-2982. doi: 10.3969/j.issn.1000-7598.2011.10.014
DONG J Y,YANG G X,WU F Q,et al. The large-scale shaking table test study of dynamic response and failure mode of bedding rock slope under earthquake[J]. Rock and Soil Mechanics,2011,32(10):2977-2982. (in Chinese with English abstract doi: 10.3969/j.issn.1000-7598.2011.10.014
|
| [27] |
张明,殷跃平,吴树仁,等. 高速远程滑坡−碎屑流运动机理研究发展现状与展望[J]. 工程地质学报,2010,18(6):805-817. doi: 10.3969/j.issn.1004-9665.2010.06.001
ZHANG M,YIN Y P,WU S R,et al. Development status and prospects of studies on kinematics of long runout rock avalanches[J]. Journal of Engineering Geology,2010,18(6):805-817. (in Chinese with English abstract doi: 10.3969/j.issn.1004-9665.2010.06.001
|
| [28] |
潘皇宋,李天斌,仵拨云,等. 降雨条件下折线型滑面的大型滑坡稳定性离心模型试验[J]. 岩土工程学报,2016,38(4):696-704. doi: 10.11779/CJGE201604014
PAN H S,LI T B,WU B Y,et al. Centrifugal model tests on large-scale landslide with broken-line slip surface under rainfall[J]. Chinese Journal of Geotechnical Engineering,2016,38(4):696-704. (in Chinese with English abstract doi: 10.11779/CJGE201604014
|
| [29] |
孟生勇,江兴元,杨义,等. 降雨诱发堆积体滑坡水土响应与稳定性时空演化试验研究[J]. 水文地质工程地质,2023,50(1):104-112.
MENG S Y,JIANG X Y,YANG Y,et al. An experimental study of spatial-temporal evolution of water-soil response and stability of a rainfall-induced accumulation landslide[J]. Hydrogeology & Engineering Geology,2023,50(1):104-112. (in Chinese with English abstract
|
| [30] |
李卓,何勇军,盛金保,等. 降雨与库水位共同作用下近坝库岸边坡滑坡模型试验研究[J]. 岩土工程学报,2017,39(3):452-459. doi: 10.11779/CJGE201703008
LI Z,HE Y J,SHENG J B,et al. Landslide model for slope of reservoir bank under combined effects of rainfall and reservoir water level[J]. Chinese Journal of Geotechnical Engineering,2017,39(3):452-459. (in Chinese with English abstract doi: 10.11779/CJGE201703008
|
| [31] |
TAKE W A,BEDDOE R A. Physical modelling of rainfall-induced flow failures in loose granular soils[J]. IOP Conference Series (Earth and Environmental Science),2015,26(1):012001.
|
| [32] |
冯振,殷跃平,李滨,等. 斜倾厚层岩质滑坡视向滑动的土工离心模型试验[J]. 岩石力学与工程学报,2012,31(5):890-897.
FENG Z,YIN Y P,LI B,et al. Centrifuge modeling of apparent dip slide from oblique thick bedding rock landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(5):890-897. (in Chinese with English abstract
|
| [33] |
杨阳,曹叔尤. 堰塞坝漫顶溃决与演变水槽试验指标初探[J]. 四川大学学报(工程科学版),2015,47(2):1-7.
YANG Y,CAO S Y. Preliminary study on similarity criteria of the flume experiment on the breach process of the landslide dams by overtopping[J]. Journal of Sichuan University (Engineering Science Edition),2015,47(2):1-7. (in Chinese with English abstract
|
| [34] |
DUFRESNE A. Granular flow experiments on the interaction with stationary runout path materials and comparison to rock avalanche events[J]. Earth Surface Processes and Landforms,2012,37(14):1527-1541. doi: 10.1002/esp.3296
|
| [35] |
郑光,许强,彭双麒. 滑坡-碎屑流的堆积特征及机理分析[J]. 工程地质学报,2019,27(4):842-852.
ZHENG G,XU Q,PENG S Q. Mechanism analysis of the accumulation characteristics of rock avalanche[J]. Journal of Engineering Geology,2019,27(4):842-852. (in Chinese with English abstract
|
| [36] |
吴钟腾,冯文凯,朱继良. 云南省彝良县麻窝后山滑坡变形破坏机理离心机模拟试验[J]. 水文地质工程地质,2014,41(4):87-91.
WU Z T,FENG W K,ZHU J L. Centrifuge simulation test on deformation mechanism of landslide in the Mawo Mountain in Yiliang County,Yunnan Province[J]. Hydrogeology & Engineering Geology,2014,41(4):87-91. (in Chinese with English abstract
|
| [37] |
ZHU C Q,CHENG H L,BAO Y J,et al. Shaking table tests on the seismic response of slopes to near-fault ground motion[J]. Geomechanics and Engineering,2022,29(2):133-143.
|
| [38] |
YANG C W,ZHANG L,LIU Y,et al. Shaking table test on dynamic response of bedding rock slopes with weak structural plane under earthquake[J]. Frontiers in Physics,2020,8:556714. doi: 10.3389/fphy.2020.556714
|
| [39] |
刘汉香,周逸飞,李欣. 层状复合岩体边坡动力特性及地震响应特性的振动台试验研究[J]. 岩石力学与工程学报,2021,40(4):676-689.
LIU H X,ZHOU Y F,LI X. Shaking table test of dynamic responses of a layered complex rock slope under earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,2021,40(4):676-689. (in Chinese with English abstract
|
| [40] |
信春雷,杨飞,冯文凯,等. 多期地震作用的台阶式顺层岩质边坡震裂破坏机制[J]. 岩土力学,2023,44(12):3481-3494.
XIN C L,YANG F,FENG W K,et al. Shattering failure mechanism of step-like bedding rock slope under multi-stage earthquake excitations[J]. Rock and Soil Mechanics,2023,44(12):3481-3494. (in Chinese with English abstract
|
| [41] |
YANG C W,CHEN G P,YUE M,et al. Shaking table test on damage mechanism of bedrock and overburden layer slope based on the time-frequency analysis method[J]. Scientific Reports,2024,14:12504. doi: 10.1038/s41598-024-62145-5
|
| [42] |
詹志发,祁生文,何乃武,等. 强震作用下均质岩质边坡动力响应的振动台模型试验研究[J]. 工程地质学报,2019,27(5):946-954.
ZHAN Z F,QI S W,HE N W,et al. Shaking table test study of homogeneous rock slope model under strong earthquake[J]. Journal of Engineering Geology,2019,27(5):946-954. (in Chinese with English abstract
|
| [43] |
许艺林,李远耀,李思德,等. 库水位下降叠加降雨作用时堆积层滑坡渗流-变形机制[J]. 地质科技通报,2024,43(1):216-228.
XU Y L,LI Y Y,LI S D,et al. Seepage-deformation mechanism of colluvial landslides under the action of reservoir water level decline and rainfall[J]. Bulletin of Geological Science and Technology,2024,43(1):216-228. (in Chinese with English abstract
|
| [44] |
白永健,葛华,冯文凯,等. 乌蒙山区红层软岩滑坡地质演化及灾变过程离心机模型试验研究[J]. 岩石力学与工程学报,2019,38(增刊1):3025-3035.
BAI Y J,GE H,FENG W K,et al. Centrifugal tests on geological evolution and sliding process for red-bed soft rock landslide in Wumeng Mountain area[J]. Chinese Journal of Rock Mechanics and Engineering,2019,38(S1):3025-3035. (in Chinese with English abstract
|
| [45] |
LI Q Q,HUANG D,PEI S F,et al. Using physical model experiments for hazards assessment of rainfall-induced debris landslides[J]. Journal of Earth Science,2021,32(5):1113-1128. doi: 10.1007/s12583-020-1398-3
|
| [46] |
刘洪华,武闻禹,王志朋,等. 基于大型物理模型试验的强降雨诱发全风化花岗岩滑坡失稳分析[J]. 科学技术与工程,2023,23(27):11530-11539. doi: 10.12404/j.issn.1671-1815.2023.23.27.11530
LIU H H,WU W Y,WANG Z P,et al. Analysis of landslide instability of weathered granite induced by heavy rainfall based on large-scale physical model test[J]. Science Technology and Engineering,2023,23(27):11530-11539. (in Chinese with English abstract doi: 10.12404/j.issn.1671-1815.2023.23.27.11530
|
| [47] |
樊圆圆,宋玲,魏学利. 基于水槽试验的冰碛土泥石流启动机理分析:以中巴公路艾尔库然沟为例[J]. 中国地质灾害与防治学报,2021,32(1):1-9.
FAN Y Y,SONG L,WEI X L. Analysis of the start-up mechanism of moraine debris flow based on flume test:A case study of the Aierkuran gully along the Sino-Pakistan Highway[J]. The Chinese Journal of Geological Hazard and Control,2021,32(1):1-9. (in Chinese with English abstract
|
| [48] |
龚柏城,苑久超,王磊,等. 软硬岩互层反倾高边坡变形破坏过程物理模型试验研究[J]. 地质灾害与环境保护,2024,35(1):87-95. doi: 10.3969/j.issn.1006-4362.2024.01.016
GONG B C,YUAN J C,WANG L,et al. Experimental study on physical model of deformation evolution mode of high slope with reverse dip of soft and hard rock[J]. Journal of Geological Hazards and Environment Preservation,2024,35(1):87-95. (in Chinese with English abstract doi: 10.3969/j.issn.1006-4362.2024.01.016
|
| [49] |
翟淑花,于家烁,齐干,等. 降雨入渗条件下堆积体边坡致灾因子试验分析[J]. 地质科技通报,2023,42(3):9-15.
ZHAI S H,YU J S,QI G,et al. Triggering factor analysis of deposit slope under rainfall infiltration based on laboratory experiments[J]. Bulletin of Geological Science and Technology,2023,42(3):9-15. (in Chinese with English abstract
|
| [50] |
吴茂林,罗刚,高延超,等. 正反粒序结构条件下滑坡堰塞坝破坏模式研究[J]. 水文地质工程地质,2022,49(6):124-132.
WU M L,LUO G,GAO Y C,et al. A study of the failure mode of landslide dam under the structural conditions of positive and reverse grain sequences[J]. Hydrogeology & Engineering Geology,2022,49(6):124-132. (in Chinese with English abstract
|
| [51] |
雷先顺,朱大勇,刘诚,等. 考虑滑道坡度和宽度的滑坡模型试验研究[J]. 岩土力学,2017,38(5):1281-1288.
LEI X S,ZHU D Y,LIU C,et al. Model test study of the effect of slope angle and chute width on landslide[J]. Rock and Soil Mechanics,2017,38(5):1281-1288. (in Chinese with English abstract
|
| [52] |
GUO C B,ZHANG Y S,YUAN H,et al. Study of an ancient landslide reactivation mechanism based on centrifuge model testing:An example of the Jiangdingya ancient landslide reactivation in 2018,Gansu Province,China[J]. Landslides,2023,20(1):127-141. doi: 10.1007/s10346-022-01978-5
|
| [53] |
岳建军,林锋,吉世祖,等. 缓倾外软硬互层型斜坡启滑前地下水压力分布特征物理模拟研究[J]. 科学技术与工程,2015,15(33):132-136. doi: 10.3969/j.issn.1671-1815.2015.33.022
YUE J J,LIN F,JI S Z,et al. Study on physical simulation of groundwater pressure distribution on critical-sliding landslide with interbedded soft and hard rock beddings of low dip angles[J]. Science Technology and Engineering,2015,15(33):132-136. (in Chinese with English abstract doi: 10.3969/j.issn.1671-1815.2015.33.022
|
| [54] |
陈国庆,秦昌安,魏涛,等. 岩质边坡阶梯状破坏及岩桥破裂机制研究[J]. 岩石力学与工程学报,2024,43(4):809-821.
CHEN G Q,QIN C A,WEI T,et al. Study on the stepped failure of rock slopes and fracture mechanism of rock bridges[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(4):809-821. (in Chinese with English abstract
|
| [55] |
赵晨,谢谟文,杜岩,等. 倾倒型危岩体空间振动特征及损伤识别[J]. 工程科学与技术,2024,56(5):48-59.
ZHAO C,XIE M W,DU Y,et al. Spatial vibration characteristics and damage identification of toppling dangerous rock mass[J]. Advanced Engineering Sciences,2024,56(5):48-59. (in Chinese with English abstract
|
| [56] |
FENG Z,YIN Y P,LI B,et al. Physical modeling of landslide mechanism in oblique thick-bedded rock slope:A case study[J]. Acta Geologica Sinica-English Edition,2013,87(4):1129-1136. doi: 10.1111/1755-6724.12115
|
| [57] |
岳志远,曹志先,闫军. 滑坡体溃决洪水数学模型研究[J]. 水动力学研究与进展A辑,2008,23(5):492-500.
YUE Z Y,CAO Z X,YAN J. Numerical modeling of breach of landslide dams[J]. Chinese Journal of Hydrodynamics,2008,23(5):492-500. (in Chinese with English abstract
|
| [58] |
朱兴华,崔鹏,周公旦,等. 稀性泥石流冲刷规律的试验研究[J]. 水利学报,2012,43(增刊2):85-91.
ZHU X H,CUI P,ZHOU G D,et al. Experimental study on the erosion law of diluted debris flow[J]. Journal of Hydraulic Engineering,2012,43(S2):85-91. (in Chinese with English abstract
|
| [59] |
TAN D Y,YIN J H,FENG W Q,et al. New simple method for measuring impact force on a flexible barrier from rockfall and debris flow based on large-scale flume tests[J]. Engineering Geology,2020,279:105881. doi: 10.1016/j.enggeo.2020.105881
|
| [60] |
冯振,殷跃平,蔡奇鹏,等. 斜倾厚层山体滑坡启动机制的模型试验研究[J]. 岩石力学与工程学报,2014,33(增刊1):2600-2604.
FENG Z,YIN Y P,CAI Q P,et al. Modeling test on initiation mechanism of landslide in oblique inclined thick-bedded mountain[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(S1):2600-2604. (in Chinese with English abstract
|
| [61] |
EGASHIRA S,HONDA N,ITOH T. Experimental study on the entrainment of bed material into debris flow[J]. Physics and Chemistry of the Earth,Part C (Solar,Terrestrial & Planetary Science),2001,26(9):645-650.
|
| [62] |
GREGORETTI C. The initiation of debris flow at high slopes:Experimental results[J]. Journal of Hydraulic Research,2000,38(2):83-88. doi: 10.1080/00221680009498343
|
| [63] |
TAKAHASHI T. A review of Japanese debris flow research[J]. International Journal of Erosion Control Engineering,2009,2(1):1-14. doi: 10.13101/ijece.2.1
|
| [64] |
TAKAHASHI T. Mechanical characteristics of debris flow[J]. Journal of the Hydraulics Division,1978,104(8):1153-1169. doi: 10.1061/JYCEAJ.0005046
|
| [65] |
OKURA Y,KITAHARA H,SAMMORI T,et al. The effects of rockfall volume on runout distance[J]. Engineering Geology,2000,58(2):109-124. doi: 10.1016/S0013-7952(00)00049-1
|
| [66] |
王兆印. 泥石流龙头运动的实验研究及能量理论[J]. 水利学报,2001,32(3):18-26. doi: 10.3321/j.issn:0559-9350.2001.03.004
WANG Z Y. Experimental study on debris flow head and the energy theory[J]. Journal of Hydraulic Engineering,2001,32(3):18-26. (in Chinese with English abstract doi: 10.3321/j.issn:0559-9350.2001.03.004
|
| [67] |
WANG L,GUO F,WANG S M. Prediction model of the collapse of bank slope under the erosion effect of wind-induced wave in the Three Gorges Reservoir area,China[J]. Environmental Earth Sciences,2020,79(18):421. doi: 10.1007/s12665-020-09169-y
|
| [68] |
JAYAKODY S H S,UZUOKA R,UEDA K,et al. Unsaturated slopes behavior under antecedent intermittent rainfall patterns:Centrifuge and numerical study[J]. Acta Geotechnica,2023,18(11):5773-5790. doi: 10.1007/s11440-023-02017-w
|
| [69] |
WU W. Recent advances in simulating landslide and debris flow[C]//Czech Geotechnical Society of the Czech Institution of Civil Engineers. 47th Conference Foundation Engineering. [S. 1. ]:[S. n. ],2020:30-34.
|
| [70] |
ABUHAJAR O,EL NAGGAR H,NEWSON T. Experimental and numerical investigations of the effect of buried box culverts on earthquake excitation[J]. Soil Dynamics and Earthquake Engineering,2015,79:130-148. doi: 10.1016/j.soildyn.2015.07.015
|
| [71] |
QI S W,HE J X,ZHAN Z F. A single surface slope effects on seismic response based on shaking table test and numerical simulation[J]. Engineering Geology,2022,306:106762. doi: 10.1016/j.enggeo.2022.106762
|
| [72] |
ZHANG J Y,YANG X G,FAN G,et al. Physical and numerical modeling of a landslide dam breach and flood routing process[J]. Journal of Hydrology,2024,628:130552. doi: 10.1016/j.jhydrol.2023.130552
|
| [73] |
TAKAYAMA S,MIYATA S,FUJIMOTO M,et al. Numerical simulation method for predicting a flood hydrograph due to progressive failure of a landslide dam[J]. Landslides,2021,18(11):3655-3670. doi: 10.1007/s10346-021-01712-7
|
| [74] |
雨德聪,丁攀,杨志全,等. 初始含水率对黄土滑坡堰塞坝溃决影响研究[J]. 山地学报,2021,39(3):367-377.
YU D C,DING P,YANG Z Q,et al. Study on the influence of initial water content on the breakout of loess landslide barrier dam[J]. Mountain Research,2021,39(3):367-377. (in Chinese with English abstract
|
| [75] |
MATZIARIS V,MARSHALL A M,HERON C M,et al. Centrifuge model study of thresholds for rainfall-induced landslides in sandy slopes[J]. IOP Conference Series (Earth and Environmental Science),2015,26(1):012032.
|
| [76] |
CHEN Y L,IRFAN M,UCHIMURA T,et al. Development of elastic wave velocity threshold for rainfall-induced landslide prediction and early warning[J]. Landslides,2019,16(5):955-968. doi: 10.1007/s10346-019-01138-2
|
| [77] |
刘翠容,姚令侃,杜翠,等. 震后灾区泥石流阻塞大河判据与成灾模式试验研究[J]. 土木工程学报,2013,46(增刊1):146-152.
LIU C R,YAO L K,DU C,et al. Experimental research on criteria and disaster-forming patterns of damming large river by debris flow in earthquake disaster areas[J]. China Civil Engineering Journal,2013,46(S1):146-152. (in Chinese with English abstract
|
| [78] |
仉义星,兰恒星,李郎平,等. 综合统计模型和物理模型的地质灾害精细评估:以福建省龙山社区为例[J]. 工程地质学报,2019,27(3):608-622.
ZHANG Y X,LAN H X,LI L P,et al. Combining statistical model and physical model for refined assessment of geological disaster:A case study of Longshan Community in Fujian Province[J]. Journal of Engineering Geology,2019,27(3):608-622. (in Chinese with English abstract
|
| [79] |
ZHANG L C,ZHONG Q M,YANG M,et al. Centrifugal model tests and numerical modeling on overtopping-induced breach processes of landslide dams[J]. Frontiers in Earth Science,2023,10:1062981. doi: 10.3389/feart.2022.1062981
|
| [80] |
吕艳,周泽华,刁钰恒,等. 秦岭甘湫池花岗岩质崩塌振动台试验研究[J]. 工程地质学报,2021,29(5):1373-1386.
LÜ Y,ZHOU Z H,DIAO Y H,et al. Large scale shaking table test of Ganqiuchi granite rock avalanche in Qinlin Mountains[J]. Journal of Engineering Geology,2021,29(5):1373-1386. (in Chinese with English abstract
|
| [81] |
穆成林,张御阳,裴向军,等. 反倾层状斜坡破裂面演化特征离心机模型试验与数值模拟[J]. 水文地质工程地质,2024,51(1):135-144.
MU C L,ZHANG Y Y,PEI X J,et al. Centrifuge model test and numerical simulation on evolution characteristics of fracture surface of the anti-dipped layered slope[J]. Hydrogeology & Engineering Geology,2024,51(1):135-144. (in Chinese with English abstract
|
| [82] |
MAGHSOUDI M S,JAMSHIDI CHENARI R,FARROKHI F. A multilateral analysis of slope failure due to liquefaction-induced lateral deformation using shaking table tests[J]. SN Applied Sciences,2020,2(8):1427. doi: 10.1007/s42452-020-03234-8
|
| [83] |
JING H J,GOU M J,ZHANG Y Q,et al. Investigation on the settlement of high rockfill embankment using centrifuge tests[J]. Frontiers in Physics,2021,9:547991. doi: 10.3389/fphy.2021.547991
|
| [84] |
谢忱,李从江,杨兴国,等. 基于物理模型试验的堰塞坝冲刷溃决过程研究[J]. 工程科学与技术,2021,53(6):43-53.
XIE C,LI C J,YANG X G,et al. Erosion and breach of landslide dam based on physical model tests[J]. Advanced Engineering Sciences,2021,53(6):43-53. (in Chinese with English abstract
|
| [85] |
徐友宁,曹琰波,张江华,等. 基于人工模拟试验的小秦岭金矿区矿渣型泥石流起动研究[J]. 岩石力学与工程学报,2009,28(7):1388-1395. doi: 10.3321/j.issn:1000-6915.2009.07.012
XU Y N,CAO Y B,ZHANG J H,et al. Research on starting of mine debris flow based on artificial simulation experiment in Xiaoqinling gold ore area[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(7):1388-1395. (in Chinese with English abstract doi: 10.3321/j.issn:1000-6915.2009.07.012
|
| [86] |
周月,廖海梅,甘滨蕊,等. 滑坡运动冲击破碎物理模型试验研究[J]. 岩石力学与工程学报,2020,39(4):726-735.
ZHOU Y,LIAO H M,GAN B R,et al. Physical modeling test on impacting fragmentation during landslide moving[J]. Chinese Journal of Rock Mechanics and Engineering,2020,39(4):726-735. (in Chinese with English abstract
|
| [87] |
张恩铭,程谦恭,林棋文,等. 岩体结构对岩质滑坡运动过程和堆积特征的影响研究[J]. 水文地质工程地质,2022,49(3):125-135.
ZHANG E M,CHENG Q G,LIN Q W,et al. A study of the influence of rock mass structure on the propagation processes and deposit characteristics of rockslides[J]. Hydrogeology & Engineering Geology,2022,49(3):125-135. (in Chinese with English abstract
|
| [88] |
MANZELLA I,LABIOUSE V. Empirical and analytical analyses of laboratory granular flows to investigate rock avalanche propagation[J]. Landslides,2013,10(1):23-36. doi: 10.1007/s10346-011-0313-5
|
| [89] |
黄杰,党超. 卡口地形段泥石流堵塞效应分析:以四川什邡桦头尖泥石流沟域为例[J]. 中国地质灾害与防治学报,2023,34(3):48-57.
HUANG J,DANG C. Blocking effect of debris flow in the segment of bayonet terrain:A case study at the Huatoujian gulley of Shefang,Sichuan[J]. The Chinese Journal of Geological Hazard and Control,2023,34(3):48-57. (in Chinese with English abstract
|
| [90] |
吕立群,周冠宇,马超,等. 古沉积盆地下切引发的泥石流侵蚀和波状流动耦合过程[J]. 地球科学,2023,48(9):3389-3401.
LÜ L Q,ZHOU G Y,MA C,et al. Coupling process of debris flow erosion and wavy flow caused by incision on paleosedimentary basin[J]. Earth Science,2023,48(9):3389-3401. (in Chinese with English abstract
|
| [91] |
陈华勇,崔鹏,唐金波,等. 堵塞坝溃决对上游来流及堵塞模式的响应[J]. 水利学报,2013,44(10):1148-1157.
CHEN H Y,CUI P,TANG J B,et al. The response of upstream flow and blockage patterns to the failure of landslide dam[J]. Journal of Hydraulic Engineering,2013,44(10):1148-1157. (in Chinese with English abstract
|
| [92] |
彭建兵,陈立伟,黄强兵,等. 地裂缝破裂扩展的大型物理模拟试验研究[J]. 地球物理学报,2008,51(6):1826-1834. doi: 10.3321/j.issn:0001-5733.2008.06.024
PENG J B,CHEN L W,HUANG Q B,et al. Large-scale physical simulative experiment on ground-fissure expansion mechanism[J]. Chinese Journal of Geophysics,2008,51(6):1826-1834. (in Chinese with English abstract doi: 10.3321/j.issn:0001-5733.2008.06.024
|
| [93] |
董金玉,杨继红,伍法权,等. 顺层岩质边坡加速度响应规律和滑动堵江机制大型振动台试验研究[J]. 岩石力学与工程学报,2013,32(增刊2):3861-3867.
DONG J Y,YANG J H,WU F Q,et al. Large-scale shaking table test research on acceleration response rules of bedding layered rock slope and its blocking mechanism of river[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(S2):3861-3867. (in Chinese with English abstract
|
| [94] |
石振明,王友权,彭铭,等. 余震作用下堰塞坝体破坏及溃决过程大型振动台试验研究[J]. 工程地质学报,2014,22(1):71-77. doi: 10.3969/j.issn.1004-9665.2014.01.010
SHI Z M,WANG Y Q,PENG M,et al. Large scale shaking table tests on failure and breach process of landslide dams under aftershocks[J]. Journal of Engineering Geology,2014,22(1):71-77. (in Chinese with English abstract doi: 10.3969/j.issn.1004-9665.2014.01.010
|
| [95] |
周昌,胡新丽,徐楚,等. 三峡库区滑坡消涨带变形破坏模型试验[J]. 中国公路学报,2018,31(2):252-260. doi: 10.3969/j.issn.1001-7372.2018.02.027
ZHOU C,HU X L,XU C,et al. Model test on deformation and failure of landslide in water-level-fluctuating zone of Three Gorges Reservoir region[J]. China Journal of Highway and Transport,2018,31(2):252-260. (in Chinese with English abstract doi: 10.3969/j.issn.1001-7372.2018.02.027
|
| [96] |
亓星,陶叶青. 甘肃黑方台突发型黄土滑坡形成过程的物理模拟[J]. 科学技术与工程,2020,20(16):6357-6361. doi: 10.3969/j.issn.1671-1815.2020.16.007
QI X,TAO Y Q. Physical simulation on the forming process of sudden loess landslide in Heifangtai,Gansu Province[J]. Science Technology and Engineering,2020,20(16):6357-6361. (in Chinese with English abstract doi: 10.3969/j.issn.1671-1815.2020.16.007
|
| [97] |
刘世康,范宣梅,王文松,等. 降雨模式对震后泥石流起动模式影响的试验研究:以九寨天堂沟为例[J]. 地质科技通报,2022,41(6):278-286.
LIU S K,FAN X M,WANG W S,et al. Experimental study on the effect of rainfall patterns on the failure mode of debris flows after earthquakes:A case study of Tiantanggou,Jiuzhai[J]. Bulletin of Geological Science and Technology,2022,41(6):278-286. (in Chinese with English abstract
|
| [98] |
赵建军,余建乐,解明礼,等. 降雨诱发填方路堤边坡变形机制物理模拟研究[J]. 岩土力学,2018,39(8):2933-2940.
ZHAO J J,YU J L,XIE M L,et al. Physical model studies on fill embankment slope deformation mechanism under rainfall condition[J]. Rock and Soil Mechanics,2018,39(8):2933-2940. (in Chinese with English abstract
|
| [99] |
王如宾,夏瑞,徐卫亚,等. 滑坡堆积体降雨入渗过程物理模拟试验研究[J]. 工程科学与技术,2019,51(4):47-54.
WANG R B,XIA R,XU W Y,et al. Study on physical simulation of rainfall infiltration process of landslide accumulation body[J]. Advanced Engineering Sciences,2019,51(4):47-54. (in Chinese with English abstract
|
| [100] |
石振明,赵思奕,苏越. 降雨作用下堆积层滑坡的模型试验研究[J]. 水文地质工程地质,2016,43(4):135-140.
SHI Z M,ZHAO S Y,SU Y. An experimental study of the deposit slope failure caused by rainfall[J]. Hydrogeology & Engineering Geology,2016,43(4):135-140. (in Chinese with English abstract
|
| [101] |
WU L Z,HUANG R Q,XU Q,et al. Analysis of physical testing of rainfall-induced soil slope failures[J]. Environmental Earth Sciences,2015,73(12):8519-8531. doi: 10.1007/s12665-014-4009-8
|
| [102] |
WU L Z,ZHANG L M,ZHOU Y,et al. Theoretical analysis and model test for rainfall-induced shallow landslides in the red-bed area of Sichuan[J]. Bulletin of Engineering Geology and the Environment,2018,77(4):1343-1353. doi: 10.1007/s10064-017-1126-0
|
| [103] |
JIANG Z H,WANG H L,XIE W. Deformation mechanism of deposit landslide induced by fluctuations of reservoir water level based on physical model tests[J]. Environmental Earth Sciences,2021,80(11):410. doi: 10.1007/s12665-021-09673-9
|
| [104] |
WANG K L,LIN M L. Initiation and displacement of landslide induced by earthquake:A study of shaking table model slope test[J]. Engineering Geology,2011,122(1/2):106-114.
|
| [105] |
涂杰文,刘红帅,汤爱平,等. 基于离心振动台的堆积型滑坡加速度响应特征[J]. 岩石力学与工程学报,2015,34(7):1361-1369.
TU J W,LIU H S,TANG A P,et al. Acceleration response of colluvial landslide based on centrifugal shaking table test[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(7):1361-1369. (in Chinese with English abstract
|
| [106] |
杨庆华,姚令侃,任自铭,等. 地震作用下松散体斜坡崩塌动力学特性离心模型试验研究[J]. 岩石力学与工程学报,2008,27(2):368-374. doi: 10.3321/j.issn:1000-6915.2008.02.020
YANG Q H,YAO L K,REN Z M,et al. Centrifugal model test on dynamical characteristics of landslips of loose slope under seismic loading[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(2):368-374. (in Chinese with English abstract doi: 10.3321/j.issn:1000-6915.2008.02.020
|
| [107] |
MA J W,TANG H M,HU X L,et al. Model testing of the spatial-temporal evolution of a landslide failure[J]. Bulletin of Engineering Geology and the Environment,2017,76(1):323-339. doi: 10.1007/s10064-016-0884-4
|
| [108] |
TURAN A,HINCHBERGER S D,EL NAGGAR H. Design and commissioning of a laminar soil container for use on small shaking tables[J]. Soil Dynamics and Earthquake Engineering,2009,29(2):404-414. doi: 10.1016/j.soildyn.2008.04.003
|
| [109] |
PRASAD S K,TOWHATA I,CHANDRADHARA G P,et al. Shaking table tests in earthquake geotechnical engineering[J]. Current Science,2004,87(10):1398-1404.
|
| [110] |
陈国兴,王志华,左熹,等. 振动台试验叠层剪切型土箱的研制[J]. 岩土工程学报,2010,32(1):89-97.
CHEN G X,WANG Z H,ZUO X,et al. Development of laminar shear soil container for shaking table tests[J]. Chinese Journal of Geotechnical Engineering,2010,32(1):89-97. (in Chinese with English abstract
|
| [111] |
于文才,杨亚磊,卢全中,等. 不同活动速率下隐伏地裂缝的模型试验研究[J]. 中国地质灾害与防治学报,2019,30(2):98-105.
YU W C,YANG Y L,LU Q Z,et al. Comparative study on physical model test of concealed ground fissure rupture propagation under different activity rates[J]. The Chinese Journal of Geological Hazard and Control,2019,30(2):98-105. (in Chinese with English abstract
|
| [112] |
HUANG R Q,CHEN G Q,GUO F,et al. Experimental study on the brittle failure of the locking section in a large-scale rock slide[J]. Landslides,2016,13(3):583-588. doi: 10.1007/s10346-015-0673-3
|
| [113] |
唐鹏,陈国庆,黄润秋,等. 基于物理模拟试验的岩质滑坡地表位移分析[J]. 水文地质工程地质,2017,44(4):105-110.
TANG P,CHEN G Q,HUANG R Q,et al. Surface displacement analysis of rock slope based on physical simulation tests[J]. Hydrogeology & Engineering Geology,2017,44(4):105-110. (in Chinese with English abstract
|
| [114] |
袁林娟,刘小生,汪小刚,等. 振动台土-箱结构模型动力特性及反应的解析分析[J]. 岩土工程学报,2012,34(6):1038-1042.
YUAN L J,LIU X S,WANG X G,et al. Analytic solution of dynamic characteristics and responses of soil-box model for shaking table tests[J]. Chinese Journal of Geotechnical Engineering,2012,34(6):1038-1042. (in Chinese with English abstract
|
| [115] |
谢军,倪雅静,胡英飞,等. 振动台试验模型箱的研究进展[J]. 现代隧道技术,2021,58(4):79-85.
XIE J,NI Y J,HU Y F,et al. Research progress on the model box for shaking table tests[J]. Modern Tunnelling Technology,2021,58(4):79-85. (in Chinese with English abstract
|
| [116] |
李常青,刘吉龙,蒋丽忠. 重力失真和质量失真对缩尺试验误差的理论分析[J]. 铁道科学与工程学报,2023,20(9):3616-3624.
LI C Q,LIU J L,JIANG L Z. Theoretical analysis of gravity distortion and mass distortion to scale test error[J]. Journal of Railway Science and Engineering,2023,20(9):3616-3624. (in Chinese with English abstract
|
| [117] |
亢佳乐,卢全中,占洁伟,等. 隐伏地裂缝破裂扩展物理模型试验边界效应[J]. 吉林大学学报(地球科学版),2022,52(3):941-954.
KANG J L,LU Q Z,ZHAN J W,et al. Boundary effect of physical model tests on rupture propagation of buried ground fissures[J]. Journal of Jilin University (Earth Science Edition),2022,52(3):941-954. (in Chinese with English abstract
|
| [118] |
WANG G H,SASSA K. Pore-pressure generation and movement of rainfall-induced landslides:Effects of grain size and fine-particle content[J]. Engineering Geology,2003,69(1/2):109-125.
|
| [119] |
D'AGOSTINO V,CESCA M,MARCHI L. Field and laboratory investigations of runout distances of debris flows in the Dolomites (eastern Italian Alps)[J]. Geomorphology,2010,115(3/4):294-304.
|
| [120] |
ZHANG X Y,HU W,ZHENG Y S,et al. Effects of relative density in progressive sliding of tailings deposits:Insights from flume tests[J]. Engineering Geology,2020,279:105908. doi: 10.1016/j.enggeo.2020.105908
|
| [121] |
HU W,XU Q,VAN ASCH T W J,et al. Flume tests to study the initiation of huge debris flows after the Wenchuan earthquake in S-W China[J]. Engineering Geology,2014,182:121-129. doi: 10.1016/j.enggeo.2014.04.006
|
| [122] |
郝明辉,许强,杨磊,等. 滑坡-碎屑流物理模型试验及运动机制探讨[J]. 岩土力学,2014,35(增刊1):127-132.
HAO M H,XU Q,YANG L,et al. Physical modeling and movement mechanism of landslide-debris avalanches[J]. Rock and Soil Mechanics,2014,35(S1):127-132. (in Chinese with English abstract
|
| [123] |
IVERSON R M. Scaling and design of landslide and debris-flow experiments[J]. Geomorphology,2015,244:9-20. doi: 10.1016/j.geomorph.2015.02.033
|
| [124] |
MORIWAKI H,INOKUCHI T,HATTANJI T,et al. Failure processes in a full-scale landslide experiment using a rainfall simulator[J]. Landslides,2004,1(4):277-288. doi: 10.1007/s10346-004-0034-0
|
| [125] |
OCHIAI H,SAMMORI T,OKADA Y. Landslide experiments on artificial and natural slopes[M]. Berlin,Heidelberg:Springer,2007:209-226.
|
| [126] |
IVERSON R M,REID M E,LOGAN M,et al. Positive feedback and momentum growth during debris-flow entrainment of wet bed sediment[J]. Nature Geoscience,2010,4(2):116-121.
|
| [127] |
IVERSON R M,LOGAN M,LAHUSEN R G,et al. The perfect debris flow? Aggregated results from 28 large-scale experiments[J]. Journal of Geophysical Research (Earth Surface),2010,115:F03005.
|
| [128] |
王东坡,陈政,何思明,等. 泥石流冲击桥墩动力相互作用物理模型试验[J]. 岩土力学,2019,40(9):3363-3372.
WANG D P,CHEN Z,HE S M,et al. Physical model experiments of dynamic interaction between debris flow and bridge pier model[J]. Rock and Soil Mechanics,2019,40(9):3363-3372. (in Chinese with English abstract
|
| [129] |
刘昉,戚园春,吴敏睿. 冻土条件下均质土堤漫顶溃决试验研究[J]. 水利水电科技进展,2022,42(6):21-27. doi: 10.3880/j.issn.1006-7647.2022.06.004
LIU F,QI Y C,WU M R. Experimental study on erosion process of homogeneous embankment breaching due to overtopping under frozen soil condition[J]. Advances in Science and Technology of Water Resources,2022,42(6):21-27. (in Chinese with English abstract doi: 10.3880/j.issn.1006-7647.2022.06.004
|
| [130] |
NG C W W,LEONARDI A,MAJEED U,et al. A physical and numerical investigation of flow-barrier interaction for the design of a multiple-barrier system[J]. Journal of Geotechnical and Geoenvironmental Engineering,2023,149(1):04022122. doi: 10.1061/(ASCE)GT.1943-5606.0002932
|
| [131] |
成泽霖,夏云峰,徐华,等. 滑坡堰塞坝漫顶溃决对外部动力条件的响应机制[J]. 水科学进展,2024,35(4):657-668.
CHENG Z L,XIE Y F,XU H,et al. Study on the response mechanism of landslide dam failure to external dynamic condition[J]. Advances in Water Science,2024,35(4):657-668. (in Chinese with English abstract
|
| [132] |
HU W,LI Y,FAN Y,et al. Flow amplification from cascading landslide dam failures:Insights from flume experiments[J]. Engineering Geology,2022,297:106483. doi: 10.1016/j.enggeo.2021.106483
|
| [133] |
KIM B J,CHOI C E,YUNE C Y. Multi-scale flume investigation of the influence of cylindrical baffles on the mobility of landslide debris[J]. Engineering Geology,2023,314:107012. doi: 10.1016/j.enggeo.2023.107012
|
| [134] |
YANG H Q,XING S G,WANG Q,et al. Model test on the entrainment phenomenon and energy conversion mechanism of flow-like landslides[J]. Engineering Geology,2018,239:119-125. doi: 10.1016/j.enggeo.2018.03.023
|
| [135] |
葛云峰,李信杰,杜彬,等. 多功能高速远程滑坡运动堆积过程物理模型试验装置设计与应用[J]. 地质科技通报,2020,39(1):86-94.
GE Y F,LI X J,DU B,et al. Design and application of multifunctional physical model test device for movement and accumulation process of rapid long-runout landslide[J]. Bulletin of Geological Science and Technology,2020,39(1):86-94. (in Chinese with English abstract
|
| [136] |
王涓,宋丽婧,刘轶,等. 滑坡碎屑流运动及堵江堰塞体堆积特性模型试验[J]. 人民长江,2023,54(2):191-199.
WANG J,SONG L J,LIU Y,et al. Model experiment study on dynamic process of landslide debris and deposition characteristics of barrier body[J]. Yangtze River,2023,54(2):191-199. (in Chinese with English abstract
|
| [137] |
LEE K,SUK J,KIM H,et al. Modeling of rainfall-induced landslides using a full-scale flume test[J]. Landslides,2021,18(3):1153-1162. doi: 10.1007/s10346-020-01563-8
|
| [138] |
邢爱国,殷跃平,齐超,等. 高速远程滑坡气垫效应的风洞模拟试验研究[J]. 上海交通大学学报,2012,46(10):1642-1646.
XING A G,YIN Y P,QI C,et al. Study on the wind tunnel testing of air cushion effect of high-speed and long-runout landslide[J]. Journal of Shanghai Jiaotong University,2012,46(10):1642-1646. (in Chinese with English abstract
|
| [139] |
DONG J Y,WANG C,HUANG Z Q,et al. Shaking table model test to determine dynamic response characteristics and failure modes of steep bedding rock slope[J]. Rock Mechanics and Rock Engineering,2022,55(6):3645-3658. doi: 10.1007/s00603-022-02822-x
|
| [140] |
LIN C H,LI H H,WENG M C. Discrete element simulation of the dynamic response of a dip slope under shaking table tests[J]. Engineering Geology,2018,243:168-180. doi: 10.1016/j.enggeo.2018.07.005
|
| [141] |
葛康,陈世鸣. 大缩尺模型振动台试验误差分析[J]. 结构工程师,2017,33(5):154-161. doi: 10.3969/j.issn.1005-0159.2017.05.022
GE K,CHEN S M. Error analysis of large-scale down model shaking table test[J]. Structural Engineers,2017,33(5):154-161. (in Chinese with English abstract doi: 10.3969/j.issn.1005-0159.2017.05.022
|
| [142] |
CAO L C,ZHANG J J,WANG Z J,et al. Dynamic response and dynamic failure mode of the slope subjected to earthquake and rainfall[J]. Landslides,2019,16(8):1467-1482. doi: 10.1007/s10346-019-01179-7
|
| [143] |
LI N,MEN Y M,YUAN L Q,et al. Seismic response of micropiles-reinforced landslide based on shaking table test[J]. Geomatics,Natural Hazards and Risk,2019,10(1):2030-2050. doi: 10.1080/19475705.2019.1664643
|
| [144] |
王兰民,蒲小武,吴志坚,等. 地震和降雨耦合作用下黄土边坡动力响应的振动台试验研究[J]. 岩土工程学报,2018,40(7):1287-1293. doi: 10.11779/CJGE201807015
WANG L M,PU X W,WU Z J,et al. Shaking table tests on dynamic response of loess slopes under coupling effects of earthquakes and rainfalls[J]. Chinese Journal of Geotechnical Engineering,2018,40(7):1287-1293. (in Chinese with English abstract doi: 10.11779/CJGE201807015
|
| [145] |
杨兵,孙明祥,王润民,等. 土体含水率对边坡动力破坏模式及动力响应影响的振动台试验研究[J]. 岩土工程学报,2018,40(4):759-766. doi: 10.11779/CJGE201804021
YANG B,SUN M X,WANG R M,et al. Shaking table tests on influences of water content of soils on dynamic failure modes and dynamic responses of slopes[J]. Chinese Journal of Geotechnical Engineering,2018,40(4):759-766. (in Chinese with English abstract doi: 10.11779/CJGE201804021
|
| [146] |
左雅娅,冯文凯. 土质边坡震裂机制物理模拟研究[J]. 工程地质学报,2011,19(1):21-28. doi: 10.3969/j.issn.1004-9665.2011.01.004
ZUO Y Y,FENG W K. Physical simulation on genetic mechnism of rupture in soil slope under earthquake[J]. Journal of Engineering Geology,2011,19(1):21-28. (in Chinese with English abstract doi: 10.3969/j.issn.1004-9665.2011.01.004
|
| [147] |
王闯,董金玉,刘汉东,等. 三段式锁固型岩质边坡动力响应特性及破坏机制振动台模型试验研究[J]. 地球科学,2022,47(12):4428-4441.
WANG C,DONG J Y,LIU H D,et al. Shaking table model test on dynamic response characteristics and failure mechanism of three sections locked rock slope[J]. Earth Science,2022,47(12):4428-4441. (in Chinese with English abstract
|
| [148] |
HE J X,ZHAN Z F,QI S W,et al. Investigation into a homogenous step-like rock slope response under wide-frequency seismic loads using a large-scale shaking table[J]. Natural Hazards,2023,116(2):2645-2669.
|
| [149] |
江学良,牛家永,杨慧,等. 下伏隧道层状岩质边坡地震响应特性的大型振动台试验研究[J]. 应用力学学报,2018,35(4):762-768.
JIANG X L,NIU J Y,YANG H,et al. Large-scale shaking table model test study of seismic response characteristics on layered rock slope with tunnel[J]. Chinese Journal of Applied Mechanics,2018,35(4):762-768. (in Chinese with English abstract
|
| [150] |
信春雷,李文惠,冯文凯,等. 近断层地震动对阶梯式顺层岩质路堑边坡震裂损伤的作用机制[J]. 振动工程学报,2025,38(2):352-364.
XIN C L,LI W H,FENG W K,et al. Action mechanism of near-fault earthquake on shatter damage of stepped bedding rock cutting slope[J]. Journal of Vibration Engineering,2025,38(2):352-364. (in Chinese with English abstract
|
| [151] |
赵飞,俞松波,李博,等. 地震作用下岩质边坡大型振动台试验研究进展[J]. 地球科学,2022,47(12):4498-4512.
ZHAO F,YU S B,LI B,et al. Research advances on large-scale shaking table test for rock slopes under earthquake[J]. Earth Science,2022,47(12):4498-4512. (in Chinese with English abstract
|
| [152] |
刘婧雯,黄博,邓辉,等. 地震作用下堆积体边坡振动台模型试验及抛出现象分析[J]. 岩土工程学报,2014,36(2):307-311. doi: 10.11779/CJGE201402006
LIU J W,HUANG B,DENG H,et al. Shaking table tests and throwing phenomenon of deposit slopes under earthquakes[J]. Chinese Journal of Geotechnical Engineering,2014,36(2):307-311. (in Chinese with English abstract doi: 10.11779/CJGE201402006
|
| [153] |
关振长,廖重辉,龚振峰,等. 基于振动台模型试验的二元结构边坡地震动力响应研究[J]. 工程地质学报,2017,25(1):139-146.
GUAN Z C,LIAO C H,GONG Z F,et al. Seismic response of dual structure slope based on shaking table model test[J]. Journal of Engineering Geology,2017,25(1):139-146. (in Chinese with English abstract
|
| [154] |
谢显龙,廖昕,施艳秋,等. 黄土基覆层边坡动力破坏特征的大型振动台试验研究[J]. 工程地质学报,2022,30(4):1371-1379.
XIE X L,LIAO X,SHI Y Q,et al. Experimental study on dynamic failure characteristics of loess slope with bedrock and overburden layer by large scale shaking table test[J]. Journal of Engineering Geology,2022,30(4):1371-1379. (in Chinese with English abstract
|
| [155] |
CHEN J C,WANG L M,WANG P,et al. Failure mechanism investigation on loess-mudstone landslides based on the Hilbert-Huang transform method using a large-scale shaking table test[J]. Engineering Geology,2022,302:106630. doi: 10.1016/j.enggeo.2022.106630
|
| [156] |
刘汉香,许强,徐鸿彪,等. 斜坡动力变形破坏特征的振动台模型试验研究[J]. 岩土力学,2011,32(增刊2):334-339.
LIU H X,XU Q,XU H B,et al. Shaking table model test on slope dynamic deformation and failure[J]. Rock and Soil Mechanics,2011,32(S2):334-339. (in Chinese with English abstract
|
| [157] |
刘汉东,赵亚文,董金玉,等. 含软弱岩层反倾岩质边坡地震动力响应与破坏模式[J]. 地球科学,2022,47(12):4373-4389.
LIU H D,ZHAO Y W,DONG J Y,et al. Seismic dynamic response and failure mode of anti-dip rock slope with weak rock stratum[J]. Earth Science,2022,47(12):4373-4389. (in Chinese with English abstract
|
| [158] |
范亚伦,张伟宾,周志军,等. 含不连续面岩质边坡动力响应研究[J]. 铁道科学与工程学报,2017,14(6):1184-1191. doi: 10.3969/j.issn.1672-7029.2017.06.010
FAN Y L,ZHANG W B,ZHOU Z J,et al. Research on dynamic response of rock slopes with discontinuous joints[J]. Journal of Railway Science and Engineering,2017,14(6):1184-1191. (in Chinese with English abstract doi: 10.3969/j.issn.1672-7029.2017.06.010
|
| [159] |
SAHOO S,MANNA B,SHARMA K G. Shaking table tests to evaluate the seismic performance of soil nailing stabilized embankments[J]. International Journal of Geomechanics,2021,21(4):04021036. doi: 10.1061/(ASCE)GM.1943-5622.0001981
|
| [160] |
李丽华,任增乐,李广信,等. 复合加筋路堤边坡振动台模型试验[J]. 西南交通大学学报,2017,52(3):496-504. doi: 10.3969/j.issn.0258-2724.2017.03.009
LI L H,REN Z L,LI G X,et al. Shaking table model tests for composite reinforced slopes[J]. Journal of Southwest Jiaotong University,2017,52(3):496-504. (in Chinese with English abstract doi: 10.3969/j.issn.0258-2724.2017.03.009
|
| [161] |
UGAI K,YANG Q,CAI F,et al. Laboratory flume static and dynamic experiment for rock avalanches[C]//Anon. Soil Dynamics and Earthquake Engineering. [S. l]:[S. n],2010:278-287.
|
| [162] |
CHEN Z X,YANG P,LIU H L,et al. Characteristics analysis of granular landslide using shaking table model test[J]. Soil Dynamics and Earthquake Engineering,2019,126:105761. doi: 10.1016/j.soildyn.2019.105761
|
| [163] |
韩俊艳,杜修力,李立云. 土工振动台试验连续体模型箱的适用性研究[J]. 地震工程与工程振动,2013,33(2):200-208.
HAN J Y,DU X L,LI L Y. Study on applicability of continuum model box used in shaking table test[J]. Journal of Earthquake Engineering and Engineering Vibration,2013,33(2):200-208. (in Chinese with English abstract
|
| [164] |
WANG G B,BA F,MIAO Y,et al. Design of multi-array shaking table tests under uniform and non-uniform earthquake excitations[J]. Soil Dynamics and Earthquake Engineering,2022,153:107114. doi: 10.1016/j.soildyn.2021.107114
|
| [165] |
国巍,李绿宇,邵平. 大型结构地震模拟振动台及台阵的试验精度分析[J]. 地震工程与工程振动,2016,36(2):16-21.
GUO W,LI L Y,SHAO P. Precision analysis of large structure seismic experiment utilizing shaking table for earthquake simulation[J]. Earthquake Engineering and Engineering Dynamics,2016,36(2):16-21. (in Chinese with English abstract
|
| [166] |
郭明珠,谷坤生,王天成. 反倾岩质斜坡振动台试验研究综述[J]. 工程抗震与加固改造,2021,43(6):157-167.
GUO M Z,GU K S,WANG T C. Summary of shaking table test research on anti-dipping rock slope[J]. Earthquake Resistant Engineering and Retrofitting,2021,43(6):157-167. (in Chinese with English abstract
|
| [167] |
LONG Z,YAN Z X,LIU C B. Shear effects on the anchorage interfaces and seismic responses of a rock slope containing a weak layer under seismic action[J]. Mathematical Problems in Engineering,2020,2020(1):1424167.
|
| [168] |
CLOOS H. Zur experimentellen tektonik[J]. Naturwissenschaften,1930,18(34):741-747. doi: 10.1007/BF01493341
|
| [169] |
BRAY J W,GOODMAN R E. The theory of base friction models[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts,1981,18(6):453-468.
|
| [170] |
蔡国军,黄润秋,严明,等. 反倾向边坡开挖变形破裂响应的物理模拟研究[J]. 岩石力学与工程学报,2008,27(4):811-817. doi: 10.3321/j.issn:1000-6915.2008.04.022
CAI G J,HUANG R Q,YAN M,et al. Physical simulation study on deformation and failure response of an anti-inclined slope during excavation[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(4):811-817. (in Chinese with English abstract doi: 10.3321/j.issn:1000-6915.2008.04.022
|
| [171] |
冯文凯,石豫川,柴贺军,等. 缓倾角层状高边坡变形破坏机制物理模拟研究[J]. 中国公路学报,2004,17(2):32-36. doi: 10.3321/j.issn:1001-7372.2004.02.007
FENG W K,SHI Y C,CHAI H J,et al. Study of mechanism of deformation failure of a low-angle bedded high slope with physical simulation method[J]. China Journal of Highway and Transport,2004,17(2):32-36. (in Chinese with English abstract doi: 10.3321/j.issn:1001-7372.2004.02.007
|
| [172] |
苗朝,沈军辉,杨佳丽,等. 雅砻江甲西滑坡倾倒弯曲-拉裂形成机制研究[J]. 防灾减灾工程学报,2015,35(3):411-417.
MIAO Z,SHEN J H,YANG J L,et al. Research on bending and sliding deformation failure mechanism of Jiaxi landslide of Yalong River[J]. Journal of Disaster Prevention and Mitigation Engineering,2015,35(3):411-417. (in Chinese with English abstract
|
| [173] |
WONG R H C,CHIU M. A study on failure mechanism of block-flexural toppling by physical modelling testing[C]//Anon. The 38th U. S. Symposium on Rock Mechanics (USRMS). [S. 1. ]:[S. n. ],2001:ARMA-01-0989.
|
| [174] |
易志坚,黄润秋,吴海燕,等. 唐古栋滑坡成因机制研究[J]. 工程地质学报,2016,24(6):1072-1079.
YI Z J,HUANG R Q,WU H Y,et al. Research on formation mechanism of Tanggudong landslide[J]. Journal of Engineering Geology,2016,24(6):1072-1079. (in Chinese with English abstract
|
| [175] |
孙书伟,李圆,杨晓锐,等. 不同岩层倾角顺倾层状岩质边坡破坏机制研究[J]. 岩石力学与工程学报,2024,43(7):1607-1620.
SUN S W,LI Y,YANG X R,et al. Study on the failure mechanism of rock slopes with dipped layered structures under various rock dip conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2024,43(7):1607-1620. (in Chinese with English abstract
|
| [176] |
李任杰,胡富杭,石豫川,等. 基于底摩擦试验的硬岩岩质边坡变形过程及破坏机制研究[J]. 水文地质工程地质,2022,49(3):145-152.
LI R J,HU F H,SHI Y C,et al. A study of deformation process and failure mechanism of hard rock slope based on the bottom friction test[J]. Hydrogeology & Engineering Geology,2022,49(3):145-152. (in Chinese with English abstract
|
| [177] |
张御阳,裴向军,唐皓,等. 反倾岩坡倾倒变形结构面影响效应研究[J]. 工程地质学报,2018,26(4):844-851.
ZHANG Y Y,PEI X J,TANG H,et al. Experimental tests for impact of structural surfaces to toppling deformation in anti-dipped rock slopes[J]. Journal of Engineering Geology,2018,26(4):844-851. (in Chinese with English abstract
|
| [178] |
陈亚军,王家臣,常来山,等. 节理岩体边坡渐进破坏的试验研究[J]. 金属矿山,2005(8):11-13. doi: 10.3321/j.issn:1001-1250.2005.08.004
CHEN Y J,WANG J C,CHANG L S,et al. Experimental research on progressive failure of jointed rock slope[J]. Metal Mine,2005(8):11-13. (in Chinese with English abstract doi: 10.3321/j.issn:1001-1250.2005.08.004
|
| [179] |
张登项,许强. 基于底摩擦试验的锦屏一级水电站左岸岩石高边坡变形机制研究[J]. 地质灾害与环境保护,2008,19(1):71-75. doi: 10.3969/j.issn.1006-4362.2008.01.016
ZHANG D X,XU Q. Research on deformation mechanism of the high rock-slope at left of Jinping First Stage Hydropower Station by experiment of basal contacting friction[J]. Journal of Geological Hazards and Environment Preservation,2008,19(1):71-75. (in Chinese with English abstract doi: 10.3969/j.issn.1006-4362.2008.01.016
|
| [180] |
许强,张登项,郑光. 锦屏Ⅰ级水电站左岸坝肩边坡施工期破坏模式及稳定性分析[J]. 岩石力学与工程学报,2009,28(6):1183-1192. doi: 10.3321/j.issn:1000-6915.2009.06.013
XU Q,ZHANG D X,ZHENG G. Failure mode and stability analysis of left bank abutment high slope at Jinping Ⅰ Hydropower Station[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1183-1192. (in Chinese with English abstract doi: 10.3321/j.issn:1000-6915.2009.06.013
|
| [181] |
习朝辉,裴向军,穆成林,等. 顺层岩质边坡开挖变形破坏特征研究[J]. 煤炭技术,2019,38(2):122-125.
XI Z H,PEI X J,MU C L,et al. Study on deformation and failure character of rock slope with multilayer soft interlayers[J]. Coal Technology,2019,38(2):122-125. (in Chinese with English abstract
|
| [182] |
PHILIP B. Use of models for the study of mining problems[C]//Anon. American Institution of Mining and Metallurgical Engineers. [S. 1. ]:[S. n. ],1931:3-28.
|
| [183] |
CAREY T J,HASHIMOTO T,CIMINI D,et al. LEAP-GWU-2015 centrifuge test at UC Davis[J]. Soil Dynamics and Earthquake Engineering,2018,113:663-670. doi: 10.1016/j.soildyn.2017.01.030
|
| [184] |
温继伟,陈昊天,曾现恩,等. 土工离心机设计与应用综述[J]. 岩土工程技术,2023,37(4):379-385. doi: 10.3969/j.issn.1007-2993.2023.04.001
WEN J W,CHEN H T,ZENG X E,et al. Review of design and application of geotechnical centrifuge[J]. Geotechnical Engineering Technique,2023,37(4):379-385. (in Chinese with English abstract doi: 10.3969/j.issn.1007-2993.2023.04.001
|
| [185] |
魏迎奇,张雪东,张紫涛,等. 基于LXJ-4-450平台的土工离心模型试验研究[J]. 水利学报,2018,49(9):1087-1096.
WEI Y Q,ZHANG X D,ZHANG Z T,et al. Geotechnical centrifuge modelling based on LXJ-4-450 platform[J]. Journal of Hydraulic Engineering,2018,49(9):1087-1096. (in Chinese with English abstract
|
| [186] |
章为民,日下部治. 砂性地层地震反应离心模型试验研究[J]. 岩土工程学报,2001,23(1):28-31. doi: 10.3321/j.issn:1000-4548.2001.01.006
ZHANG W M,KUSAKABE O. Dynamic centrifuge model test of sandy layer[J]. Chinese Journal of Geotechnical Engineering,2001,23(1):28-31. (in Chinese with English abstract doi: 10.3321/j.issn:1000-4548.2001.01.006
|
| [187] |
NG C W W. The state-of-the-art centrifuge modelling of geotechnical problems at HKUST[J]. Journal of Zhejiang University (Science A),2014,15(1):1-21. doi: 10.1631/jzus.A1300217
|
| [188] |
张欣欣,范宣梅,王文松,等. 高寒地区楔形体滑坡启动机制离心模型试验研究[J]. 岩石力学与工程学报,2023,42(5):1202-1213.
ZHANG X X,FAN X M,WANG W S,et al. Initiation mechanism of wedge landslide in alpine regions by centrifugal model test[J]. Chinese Journal of Rock Mechanics and Engineering,2023,42(5):1202-1213. (in Chinese with English abstract
|
| [189] |
杜强,周健. 基于离心模型试验的降雨诱发滑坡宏细观机理研究[J]. 岩土工程学报,2020,42(增刊1):50-54.
DU Q,ZHOU J. Centrifugal model tests on slope failure induced by rainfall[J]. Chinese Journal of Geotechnical Engineering,2020,42(S1):50-54. (in Chinese with English abstract
|
| [190] |
李明,张嘎,李焯芬,等. 离心模型试验中边坡开挖设备的研制与应用[J]. 岩土工程学报,2010,32(10):1638-1642.
LI M,ZHANG G,LI C F,et al. Development and application of a slope excavation device for centrifugal model tests[J]. Chinese Journal of Geotechnical Engineering,2010,32(10):1638-1642. (in Chinese with English abstract
|
| [191] |
陈强,孟国伟,刘世东. 砂性土边坡稳定性离心模型试验研究[J]. 水文地质工程地质,2011,38(2):58-62. doi: 10.3969/j.issn.1000-3665.2011.02.010
CHEN Q,MENG G W,LIU S D. Centrifuge model tests on the stability of sandy soil slopes[J]. Hydrogeology & Engineering Geology,2011,38(2):58-62. (in Chinese with English abstract doi: 10.3969/j.issn.1000-3665.2011.02.010
|
| [192] |
汪小刚,张建红,赵毓芝,等. 用离心模型研究岩石边坡的倾倒破坏[J]. 岩土工程学报,1996,18(5):14-21. doi: 10.3321/j.issn:1000-4548.1996.05.003
WANG X G,ZHANG J H,ZHAO Y Z,et al. Investigations on mechanism of slope toppling failure by centrifuge model testing[J]. Chinese Journal of Geotechnical Engineering,1996,18(5):14-21. (in Chinese with English abstract doi: 10.3321/j.issn:1000-4548.1996.05.003
|
| [193] |
陈晓平,黄井武,吴宏伟,等. 库岸古滑坡离心模型试验研究[J]. 岩土工程学报,2011,33(10):1496-1503.
CHEN X P,HUANG J W,WU H W,et al. Centrifugal model tests on ancient bank landslide[J]. Chinese Journal of Geotechnical Engineering,2011,33(10):1496-1503. (in Chinese with English abstract
|
| [194] |
SORIANO CAMELO C Y,DE ALMEIDA M C F,DE SOUZA SOARES DE ALMEIDA M,et al. Centrifuge modeling of the seismic behavior of soft clay slopes[J]. Journal of Geotechnical and Geoenvironmental Engineering,2022,148(11):04022089. doi: 10.1061/(ASCE)GT.1943-5606.0002884
|
| [195] |
BOWMAN E T,LAUE J,IMRE B,et al. Experimental modelling of debris flow behaviour using a geotechnical centrifuge[J]. Canadian Geotechnical Journal,2010,47(7):742-762. doi: 10.1139/T09-141
|
| [196] |
HUNG W Y,TRAN M C,YEH F H,et al. Centrifuge modeling of failure behaviors of sandy slope caused by gravity,rainfall,and base shaking[J]. Engineering Geology,2020,271:105609. doi: 10.1016/j.enggeo.2020.105609
|
| [197] |
ACOSTA E A,TIBANA S,DE SOUZA SOARES DE ALMEIDA M,et al. Centrifuge modeling of hydroplaning in submarine slopes[J]. Ocean Engineering,2017,129:451-458. doi: 10.1016/j.oceaneng.2016.10.047
|
| [198] |
COULTER S E. Seismic initiation of submarine slope failures using physical modelling in a geotechnical centrifuge [D]. St John's:Memorial University of Newfoundland,2008.
|
| [199] |
TIMPONG S,ITOH K,TOYOSAWA Y. Geotechnical centrifuge modelling of slope failure induced by ground water table change[C]//Anon. Landslides and Climate Change:Challenges and Solutions-Proceedings of the International Conference on Landslides and Climate Change. [S. 1. ]:[S. n. ],2007:107-112.
|
| [200] |
CAREY T J,CHIARADONNA A,LOVE N C,et al. Effect of soil gradation on embankment response during liquefaction:A centrifuge testing program[J]. Soil Dynamics and Earthquake Engineering,2022,157:107221. doi: 10.1016/j.soildyn.2022.107221
|
| [201] |
冯振,殷跃平. 我国土工离心模型试验技术发展综述[J]. 工程地质学报,2011,19(3):323-331. doi: 10.3969/j.issn.1004-9665.2011.03.005
FENG Z,YIN Y P. Statw of the art review of geotechnical centrifuge modeling test in China[J]. Journal of Engineering Geology,2011,19(3):323-331. (in Chinese with English abstract doi: 10.3969/j.issn.1004-9665.2011.03.005
|
| [202] |
刘晶波,赵冬冬,张小波,等. 地基自由场离心机振动台模型试验研究[J]. 岩土工程学报,2013,35(5):980-987.
LIU J B,ZHAO D D,ZHANG X B,et al. Dynamic centrifuge model tests on an unconfined soil foundation[J]. Chinese Journal of Geotechnical Engineering,2013,35(5):980-987. (in Chinese with English abstract
|
| [203] |
LIU H D,CHEN J X,HAN W X,et al. Centrifuge model tests and numerical simulations of the landslide evolution process[J]. KSCE Journal of Civil Engineering,2022,26(6):2588-2599. doi: 10.1007/s12205-022-0664-6
|
| [204] |
ZHANG S,PEI X J,WANG S Y,et al. Centrifuge model testing of a loess landslide induced by rising groundwater in Northwest China[J]. Engineering Geology,2019,259:105170. doi: 10.1016/j.enggeo.2019.105170
|
| [205] |
裴向军,张硕,黄润秋,等. 地下水雍高诱发黄土滑坡离心模型试验研究[J]. 工程科学与技术,2018,50(5):55-63.
PEI X J,ZHANG S,HUANG R Q,et al. Study on centrifuge model test of loess landslide induced by enrichment of groundwater[J]. Advanced Engineering Sciences,2018,50(5):55-63. (in Chinese with English abstract
|
| [206] |
JAYAKODY S H S,UZUOKA R,UEDA K. Effect of groundwater dynamics in rain-induced landslides:Centrifuge and numerical study[J]. Soils and Foundations,2024,64(4):101482. doi: 10.1016/j.sandf.2024.101482
|
| [207] |
DONG S,FENG W K,FENG W K,et al. Examination of rainfall-induced landslide failure mechanisms via a centrifuge physical simulation test[J]. Open Journal of Geology,2019,9(13):1004-1021. doi: 10.4236/ojg.2019.913102
|
| [208] |
朱谭方,辛鹏,姚磊华,等. 水力作用诱发硬土软岩滑坡启动机制研究[J]. 岩土力学,2021,42(10):2733-2740.
ZHU T F,XIN P,YAO L H,et al. Initiation mechanism of soft rock landslide induced by hydraulic action[J]. Rock and Soil Mechanics,2021,42(10):2733-2740. (in Chinese with English abstract
|
| [209] |
CUI S H,PEI X J,WU H Y,et al. Centrifuge model test of an irrigation-induced loess landslide in the Heifangtai loess platform,Northwest China[J]. Journal of Mountain Science,2018,15(1):130-143. doi: 10.1007/s11629-017-4490-0
|
| [210] |
苗发盛,吴益平,谢媛华,等. 水位升降条件下牵引式滑坡离心模型试验[J]. 岩土力学,2018,39(2):605-613.
MIAO F S,WU Y P,XIE Y H,et al. Centrifugal test on retrogressive landslide influenced by rising and falling reservoir water level[J]. Rock and Soil Mechanics,2018,39(2):605-613. (in Chinese with English abstract
|
| [211] |
汤明高,李松林,许强,等. 基于离心模型试验的库岸滑坡变形特征研究[J]. 岩土力学,2020,41(3):755-764.
TANG M G,LI S L,XU Q,et al. Study of deformation characteristics of reservoir landslide based on centrifugal model test[J]. Rock and Soil Mechanics,2020,41(3):755-764. (in Chinese with English abstract
|
| [212] |
LI S L,XU Q,TANG M G,et al. Centrifuge modeling and the analysis of ancient landslides subjected to reservoir water level fluctuation[J]. Sustainability,2020,12(5):2092. doi: 10.3390/su12052092
|
| [213] |
LUO F Y,ZHANG G. Progressive failure behavior of cohesive soil slopes under water drawdown conditions[J]. Environmental Earth Sciences,2016,75(11):973. doi: 10.1007/s12665-016-5802-3
|
| [214] |
ZHANG Q,JIA C J,CHEN H J,et al. Centrifuge modeling test on reactivation of ancient landslide under sudden drop of reservoir water and rainfall[J]. Acta Geotechnica,2024,19(8):5651-5672. doi: 10.1007/s11440-023-02217-4
|
| [215] |
MIAO F S,WU Y P,LI L W,et al. Centrifuge model test on the retrogressive landslide subjected to reservoir water level fluctuation[J]. Engineering Geology,2018,245:169-179. doi: 10.1016/j.enggeo.2018.08.016
|
| [216] |
FAN L,ZHANG G C,LI B,et al. Deformation and failure of the Xiaochatou landslide under rapid drawdown of the reservoir water level based on centrifuge tests[J]. Bulletin of Engineering Geology and the Environment,2017,76(3):891-900. doi: 10.1007/s10064-016-0895-1
|
| [217] |
徐光明,章为民. 离心模型中的粒径效应和边界效应研究[J]. 岩土工程学报,1996,18(3):80-86. doi: 10.3321/j.issn:1000-4548.1996.03.012
XU G M,ZHANG W M. Study on particle size effect and boundary effect in centrifugal model[J]. Chinese Journal of Geotechnical Engineering,1996,18(3):80-86. (in Chinese with English abstract doi: 10.3321/j.issn:1000-4548.1996.03.012
|
| [218] |
徐光明,王年香,顾行文,等. 模型箱约束对大变形破坏离心模型试验影响初探[J]. 岩土工程学报,2023,45(2):232-242. doi: 10.11779/CJGE20220442
XU G M,WANG N X,GU X W,et al. Preliminary study on influences of model container constraint on large-deformation failure behaviors by centrifuge modeling[J]. Chinese Journal of Geotechnical Engineering,2023,45(2):232-242. (in Chinese with English abstract doi: 10.11779/CJGE20220442
|
| [219] |
CAICEDO B,TRISTANCHO J,THOREL L. Mathematical and physical modelling of rainfall in centrifuge[J]. International Journal of Physical Modelling in Geotechnics,2015,15(3):150-164. doi: 10.1680/jphmg.14.00023
|
| [220] |
BRYANT S K,TAKE W A,BOWMAN E T,et al. Physical and numerical modelling of dry granular flows under Coriolis conditions[J]. Géotechnique,2015,65(3):188-200.
|
| [221] |
张陈羊,巨能攀,李龙起,等. 离心场中陡倾顺层岩质边坡振动试验关键技术研究[J]. 长江科学院院报,2017,34(9):104-109. doi: 10.11988/ckyyb.20160537
ZHANG C Y,JU N P,LI L Q,et al. Key technologies of the vibration test of steep bedding rock slope in centrifugal field[J]. Journal of Yangtze River Scientific Research Institute,2017,34(9):104-109. (in Chinese with English abstract doi: 10.11988/ckyyb.20160537
|
| [222] |
白冰,周健. 土工离心模型试验技术的一些进展[J]. 西部探矿工程,2000,65(4):8-11.
BAI B,ZHOU J. Some advances on geotechnical centrifuge model test technology[J]. West-China Exploration Engineering,2000,65(4):8-11. (in Chinese with English abstract
|
| [223] |
ZHANG Z L,WANG T,WU S R,et al. Investigation of dormant landslides in earthquake conditions using a physical model[J]. Landslides,2017,14(3):1181-1193. doi: 10.1007/s10346-017-0813-z
|
| [224] |
AFFENDI A A,FAISAL A. Field measurement of soil suction[C]//Anon. 13th International Conference on Soil Mechanics and Foundation Engineering. New Jersey,USA:Balkema Publishers,1994:1013-1016.
|
| [225] |
JOHNSON K A,SITAR N. Hydrologic conditions leading to debris-flow initiation[J]. Canadian Geotechnical Journal,1990,27(6):789-801. doi: 10.1139/t90-092
|
| [226] |
LIM T T,RAHARDJO H,CHANG M F,et al. Effect of rainfall on matric suctions in a residual soil slope[J]. Canadian Geotechnical Journal,1996,33(4):618-628. doi: 10.1139/t96-087
|
| [227] |
ZHAN T L,NG C W,FREDLUND D G. Field study of rainfall infiltration into a grassed unsaturated expansive soil slope[J]. Canadian Geotechnical Journal,2007,44(4):392-408. doi: 10.1139/t07-001
|
| [228] |
ZHANG J,JIAO J J,YANG J. In situ rainfall infiltration studies at a hillside in Hubei Province,China[J]. Engineering Geology,2000,57(1/2):31-38.
|
| [229] |
NG C W W,ZHAN L T,BAO C G,et al. Performance of an unsaturated expansive soil slope subjected to artificial rainfall infiltration[J]. Géotechnique,2003,53(2):143-157.
|
| [230] |
FENG W K,HUANG R Q,LIU J T,et al. Large-scale field trial to explore landslide and pipeline interaction[J]. Soils and Foundations,2015,55(6):1466-1473. doi: 10.1016/j.sandf.2015.10.011
|
| [231] |
秦鹏飞,齐悦,杨光,等. 岩土工程测试技术研究新进展[J]. 水利与建筑工程学报,2021,19(5):8-13. doi: 10.3969/j.issn.1672-1144.2021.05.002
QIN P F,QI Y,YANG G,et al. Geotechnical testing technology and its research progress[J]. Journal of Water Resources and Architectural Engineering,2021,19(5):8-13. (in Chinese with English abstract doi: 10.3969/j.issn.1672-1144.2021.05.002
|
| [232] |
陈云敏,韩超,凌道盛,等. ZJU400离心机研制及其振动台性能评价[J]. 岩土工程学报,2011,33(12):1887-1894.
CHEN Y M,HAN C,LING D S,et al. Development of geotechnical centrifuge ZJU400 and performance assessment of its shaking table system[J]. Chinese Journal of Geotechnical Engineering,2011,33(12):1887-1894. (in Chinese with English abstract
|
| [233] |
PILGRIM D H,HUFF D D. Suspended sediment in rapid subsurface stormflow on a large field plot[J]. Earth Surface Processes and Landforms,1983,8(5):451-463. doi: 10.1002/esp.3290080506
|
| [234] |
HARP E L,WELLS W G,SARMIENTO J G. Pore pressure response during failure in soils[J]. GSA Bulletin 1990,102(4):428-438.
|
| [235] |
姚昌荣,王友彪,李亚东,等. 泥石流冲击桥梁2019年度研究进展[J]. 土木与环境工程学报(中英文),2020,42(5):28-36. doi: 10.11835/j.issn.2096-6717.2020.107
YAO C R,WANG Y B,LI Y D,et al. State-of-the-art review of debris flow impact forces on bridges in 2019[J]. Journal of Civil and Environmental Engineering,2020,42(5):28-36. (in Chinese with English abstract doi: 10.11835/j.issn.2096-6717.2020.107
|
| [236] |
杨仁文,叶明富,陈精日. 云南蒋家沟泥石流运动要素观测数据整编[J]. 山地研究,1998,16(4):338-341.
YANG R W,YE M F,CHEN J R. Research on database of the debris flow motion characteristics in Jiangjia gully[J]. Journal of Mountain Research,1998,16(4):338-341. (in Chinese with English abstract
|
| [237] |
胡明鉴,汪稔,张平仓. 斜坡稳定性及降雨条件下激发滑坡的试验研究:以蒋家沟流域滑坡堆积角砾土坡地为例[J]. 岩土工程学报,2001,23(4):454-457. doi: 10.3321/j.issn:1000-4548.2001.04.015
HU M J,WANG R,ZHANG P C. Primary research on the effect of rainfall on landslide:Taking the slope piled by old landslide in Jiangjiagou valley as example[J]. Chinese Journal of Geotechnical Engineering,2001,23(4):454-457. (in Chinese with English abstract doi: 10.3321/j.issn:1000-4548.2001.04.015
|
| [238] |
OCHIAI H,OKADA Y,FURUYA G,et al. A fluidized landslide on a natural slope by artificial rainfall[J]. Landslides,2004,1(3):211-219. doi: 10.1007/s10346-004-0030-4
|
| [239] |
傅鹤林,李昌友,郭峰,等. 滑坡触发因素及其影响的原位试验[J]. 中南大学学报(自然科学版),2009,40(3):781-785.
FU H L,LI C Y,GUO F,et al. Situ-test of abduction elements of landslide and its influence[J]. Journal of Central South University (Science and Technology),2009,40(3):781-785. (in Chinese with English abstract
|
| [240] |
詹良通,吴宏伟,包承纲,等. 降雨入渗条件下非饱和膨胀土边坡原位监测[J]. 岩土力学,2003,24(2):151-158. doi: 10.3969/j.issn.1000-7598.2003.02.034
ZHAN L T,WU H W,BAO C G,et al. Artificial rainfall infiltration tests on a well-instrumented unsaturated expansive soil slope[J]. Rock and Soil Mechanics,2003,24(2):151-158. (in Chinese with English abstract doi: 10.3969/j.issn.1000-7598.2003.02.034
|
| [241] |
汪丽,李新生,李同录. 隐伏地裂缝扩展的大型原位浸水试验研究[J]. 地质力学学报,2019,25(3):412-420. doi: 10.12090/j.issn.1006-6616.2019.25.03.038
WANG L,LI X S,LI T L. Large-scale in situ submerging experiment on buried ground-fissures expansion[J]. Journal of Geomechanics,2019,25(3):412-420. (in Chinese with English abstract doi: 10.12090/j.issn.1006-6616.2019.25.03.038
|
| [242] |
陈晓清,崔鹏,冯自立,等. 滑坡转化泥石流起动的人工降雨试验研究[J]. 岩石力学与工程学报,2006,25(1):106-116. doi: 10.3321/j.issn:1000-6915.2006.01.018
CHEN X Q,CUI P,FENG Z L,et al. Artificial rainfall experimental study on landslide translation to debris flow[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(1):106-116. (in Chinese with English abstract doi: 10.3321/j.issn:1000-6915.2006.01.018
|
| [243] |
BUGNION L,WENDELER C. Shallow landslide full-scale experiments in combination with testing of a flexible barrier[C]//Anon. WIT Transactions on Engineering Sciences. Milan,Italy:WIT Press,2010:161-173.
|
| [244] |
CHEN S C,FENG Z-Y,WANG C A,et al. A large-scale test on overtopping failure of two artificial dams in Taiwan[M]. Cham:Springer International Publishing,2015:1177-1181.
|
| [245] |
ZHANG J Y,FAN G,LI H B,et al. Large-scale field model tests of landslide dam breaching[J]. Engineering Geology,2021,293:106322. doi: 10.1016/j.enggeo.2021.106322
|
| [246] |
苏鹏程,刘威,李昊,等. 喜马拉雅中段冰湖终碛坝体溃决过程实验研究:以嘉龙错冰湖终碛坝为例[J]. 中国地质灾害与防治学报,2021,32(5):18-28.
SU P C,LIU W,LI H,et al. Experimental study on the process of end-moraine dam failure in the middle Himalaya glacial lake:Taking the Jialongcuo glacial lake end-moraine dam as an example[J]. The Chinese Journal of Geological Hazard and Control,2021,32(5):18-28. (in Chinese with English abstract
|
| [247] |
ZHOU G G D,CUI P,CHEN H Y,et al. Experimental study on cascading landslide dam failures by upstream flows[J]. Landslides,2013,10(5):633-643. doi: 10.1007/s10346-012-0352-6
|
| [248] |
朱兴华,崔鹏,陈华勇,等. 串珠状堰塞湖级联溃决对汶川震区河流演化的影响[J]. 四川大学学报(工程科学版),2012,44(4):64-69.
ZHU X H,CUI P,CHEN H Y,et al. Effects of cascade failure of dammed lakes on the evolution of rivers in Wenchuan earthquake region[J]. Journal of Sichuan University (Engineering Science Edition),2012,44(4):64-69. (in Chinese with English abstract
|
| [249] |
李长冬,龙晶晶,姜茜慧,等. 水库滑坡成因机制研究进展与展望[J]. 地质科技通报,2020,39(1):67-77.
LI C D,LONG J J,JIANG X H,et al. Advance and prospect of formation mechanism for reservoir landslides[J]. Bulletin of Geological Science and Technology,2020,39(1):67-77. (in Chinese with English abstract
|
| [250] |
CHEN J C,WANG L M,PU X W,et al. Experimental study on the dynamic characteristics of low-angle loess slope under the influence of long- and short-term effects of rainfall before earthquake[J]. Engineering Geology,2020,273:105684. doi: 10.1016/j.enggeo.2020.105684
|
| [251] |
QIU H Z,KONG J M,WANG R C,et al. Response mechanism of post-earthquake slopes under heavy rainfall[J]. Journal of Seismology,2017,21(4):869-884. doi: 10.1007/s10950-017-9641-9
|
| [252] |
NAKAZAWA H,ISHIZAWA T,DANJO T,et al. Model tests on the stability of retaining walls with gabions under earthquake and rainfall conditions[M]. Cham:Springer International Publishing,2021:56-67.
|
| [253] |
ZHOU X H,CHENG X S,QI L,et al. Shaking table model test of loess tunnel structure under rainfall[J]. KSCE Journal of Civil Engineering,2021,25(6):2225-2238. doi: 10.1007/s12205-021-1064-z
|
| [254] |
XU J W,UEDA K,UZUOKA R. Evaluation of failure of slopes with shaking-induced cracks in response to rainfall[J]. Landslides,2022,19(1):119-136. doi: 10.1007/s10346-021-01734-1
|
| [255] |
苏立君,梁双庆,王洋. 震后降雨型碎石土斜坡稳定性的试验研究[J]. 工程科学与技术,2019,51(4):12-20.
SU L J,LIANG S Q,WANG Y. Experimental study on the stability of rainfall-induced gravel landslide post earthquake[J]. Advanced Engineering Sciences,2019,51(4):12-20. (in Chinese with English abstract
|
| [256] |
CHEN J C,WANG L M,CHE A L. Failure mechanism analysis of loess slope under the coupling effect of rainfall and earthquake using shaking table test[C]//Anon. Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). Cham:Springer International Publishing,2022:1289-1296.
|
| [257] |
NGUYEN T N,KAWAMURA S,DAO M H,et al. Influence of fines content on the stability of volcanic embankments under rainfall and earthquake[J]. Water,2022,14(13):2096. doi: 10.3390/w14132096
|
| [258] |
YIN X J,WANG L M. Shaking table tests on sliding displacements of loess slope under coupling effect of rainfall and earthquake[J]. Shock and Vibration,2019,2019(1):5736305. doi: 10.1155/2019/5736305
|
| [259] |
PU X W,WANG L M,WANG P,et al. Study of shaking table test of seismic subsidence loess landslides induced by the coupling effect of earthquakes and rainfall[J]. Natural Hazards,2020,103(1):923-945. doi: 10.1007/s11069-020-04019-3
|
| [260] |
荆海晓,李磊,李鹏峰,等. 不同类型滑坡涌浪波爬坡的实验研究[J]. 水动力学研究与进展A辑,2023,38(1):107-113.
JING H X,LI L,LI P F,et al. Experimental investigation on run-up of different types of landslide waves[J]. Chinese Journal of Hydrodynamics,2023,38(1):107-113. (in Chinese with English abstract
|
| [261] |
JING J J,WU Z J,YAN W J,et al. Experimental study on progressive deformation and failure mode of loess fill slopes under freeze-thaw cycles and earthquakes[J]. Engineering Geology,2022,310:106896. doi: 10.1016/j.enggeo.2022.106896
|
| [262] |
ZHANG C,CAI Z Y,HUANG Y H,et al. Laboratory and centrifuge model tests on influence of swelling rock with drying-wetting cycles on stability of canal slope[J]. Advances in Civil Engineering,2018,2018(1):4785960. doi: 10.1155/2018/4785960
|
| [263] |
ZHOU Y G,MENG D,MA Q,et al. Frequency response function and shaking control of the ZJU-400 geotechnical centrifuge shaker[J]. International Journal of Physical Modelling in Geotechnics,2020,20(2):97-117. doi: 10.1680/jphmg.19.00029
|
| [264] |
WANG Y Z,YUAN X M,SUN R. General layout and key construction technologies of large scale centrifugal shakers[J]. Applied Mechanics and Materials,2011,90/91/92/93:1627-1633.
|
| [265] |
巨能攀,邓天鑫,李龙起,等. 强震作用下陡倾顺层斜坡倾倒变形机制离心振动台试验[J]. 岩土力学,2019,40(1):99-108.
JU N P,DENG T X,LI L Q,et al. Centrifugal shaking table test on toppling deformation mechanism of steep bedding slope under strong earthquake[J]. Rock and Soil Mechanics,2019,40(1):99-108. (in Chinese with English abstract
|
| [266] |
张泽林,吴树仁,王涛,等. 地震作用下黄土滑坡加速度深度放大效应及震后变形模式研究[J]. 土木工程学报,2018,51(4):102-110.
ZHANG Z L,WU S R,WANG T,et al. Study on acceleration depth amplification effect and deformation model of loess landslide under earthquakes[J]. China Civil Engineering Journal,2018,51(4):102-110. (in Chinese with English abstract
|
| [267] |
陈生水,顾行文,任国峰,等. NHRI-400 g·t大型土工离心机升级改造[J]. 岩土工程学报,2020,42(增刊2):7-12.
CHEN S S,GU X W,REN G F,et al. Upgradation of NHRI-400 g·t geotechnical centrifuge[J]. Chinese Journal of Geotechnical Engineering,2020,42(S2):7-12. (in Chinese with English abstract
|
| [268] |
CHEN Y L,IRFAN M,UCHIMURA T,et al. Elastic wave velocity monitoring as an emerging technique for rainfall-induced landslide prediction[J]. Landslides,2018,15(6):1155-1172. doi: 10.1007/s10346-017-0943-3
|
| [269] |
NAKAZAWA H,USUKURA K,HARA T,et al. Problems in earthquake resistance evaluation of gabion retaining wall based on shake table test with full-scale model[J]. Journal of Disaster Research,2019,14(9):1154-1169. doi: 10.20965/jdr.2019.p1154
|
| [270] |
巴振宁,符瞻远,韩庆华,等. 大型复杂动力机器基础参振质量的概念、理论及应用[J]. 地震工程与工程振动,2023,43(3):56-68.
BA Z N,FU Z Y,HAN Q H,et al. Concept,theoretical and application of participating mass of large-scale complex dynamic machine foundation[J]. Earthquake Engineering and Engineering Dynamics,2023,43(3):56-68. (in Chinese with English abstract
|
| [271] |
周公旦,崔鹏,吴宏伟,等. 山地灾害大尺度动力学模拟实验平台[J]. 中国科学院院刊,2024,39(8):1458-1467.
ZHOU G D,CUI P,WU H W,et al. Large-scale experimental platform for dynamic simulation of mountain hazards(LEADS)[J]. Bulletin of Chinese Academy of Sciences,2024,39(8):1458-1467. (in Chinese with English abstract
|
| [272] |
袁宗盼,陈新民,袁媛,等. 地质力学模型相似材料配比的正交试验研究[J]. 防灾减灾工程学报,2014,34(2):197-202.
YUAN Z P,CHEN X M,YUAN Y,et al. Study on ratio of similar material of geomechanical model based on orthogonal test[J]. Journal of Disaster Prevention and Mitigation Engineering,2014,34(2):197-202. (in Chinese with English abstract
|
| [273] |
王汉鹏,李术才,张强勇,等. 新型地质力学模型试验相似材料的研制[J]. 岩石力学与工程学报,2006,25(9):1842-1847. doi: 10.3321/j.issn:1000-6915.2006.09.016
WANG H P,LI S C,ZHANG Q Y,et al. Development of a new geomechanical similar material[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(9):1842-1847. (in Chinese with English abstract doi: 10.3321/j.issn:1000-6915.2006.09.016
|
| [274] |
AMINI M,GOLAMZADEH M,KHOSRAVI M. Physical and theoretical modeling of rock slopes against block-flexure toppling failure[J]. International Journal of Mining and Geo-Engineering,2015,49(2):155-171.
|
| [275] |
DENG Z Y,LIU X R,LIU Y Q,et al. Model test and numerical simulation on the dynamic stability of the bedding rock slope under frequent microseisms[J]. Earthquake Engineering and Engineering Vibration,2020,19(4):919-935. doi: 10.1007/s11803-020-0604-8
|
| [276] |
柴少峰,王平,郭海涛,等. 大型振动台试验土质边坡模型材料相似性及评价[J]. 地震工程学报,2019,41(5):1308-1315. doi: 10.3969/j.issn.1000-0844.2019.05.1308
CHAI S F,WANG P,GUO H T,et al. Model material similarity and associated evaluation for soil slopes in a large-scale shaking table test[J]. China Earthquake Engineering Journal,2019,41(5):1308-1315. (in Chinese with English abstract doi: 10.3969/j.issn.1000-0844.2019.05.1308
|
| [277] |
王琳,谭建民,李高,等. 滑坡物理模型试验研究进展[J]. 科技通报,2020,36(8):1-8.
WANG L,TAN J M,LI G,et al. A review on landslide physical model test[J]. Bulletin of Science and Technology,2020,36(8):1-8. (in Chinese with English abstract
|
| [278] |
姬彦东,林棋文,王玉峰,等. 滑坡-碎屑流模型实验岩石相似材料特性研究[J]. 工程地质学报,2023,31(3):924-931.
JI Y D,LIN Q W,WANG Y F,et al. Study on rock similar material characteristics of rock avalanche[J]. Journal of Engineering Geology,2023,31(3):924-931. (in Chinese with English abstract
|
| [279] |
许超,薛雷,崔远,等. 岩质滑坡模型相似材料试验研究[J]. 公路交通科技,2023,40(11):1-9. doi: 10.3969/j.issn.1002-0268.2023.11.001
XU C,XUE L,CUI Y,et al. Experimental study on similar materials of rock landslide model[J]. Journal of Highway and Transportation Research and Development,2023,40(11):1-9. (in Chinese with English abstract doi: 10.3969/j.issn.1002-0268.2023.11.001
|
| [280] |
ZHOU T,ZHU J B. Identification of a suitable 3D printing material for mimicking brittle and hard rocks and its brittleness enhancements[J]. Rock Mechanics and Rock Engineering,2018,51(3):765-777. doi: 10.1007/s00603-017-1335-7
|
| [281] |
王乐华,胡永搏,付寅韬,等. 3D打印技术在岩石力学试验中的应用与展望[J]. 土木工程学报,2023,56(11):137-154.
WANG L H,HU Y B,FU Y T,et al. Application and prospect of 3D printing technology in rock mechanics test[J]. China Civil Engineering Journal,2023,56(11):137-154. (in Chinese with English abstract
|
| [282] |
JIANG C,ZHAO G F. A preliminary study of 3D printing on rock mechanics[J]. Rock Mechanics and Rock Engineering,2015,48(3):1041-1050. doi: 10.1007/s00603-014-0612-y
|
| [283] |
王櫹橦,陈盟,唐莹影,等. 透明土试验技术在滑坡降雨入渗中的研究与应用[J]. 煤炭学报,2024,49(7):3051-3062.
WANG X T,CHEN M,TANG Y Y,et al. Research and application of transparent soil test technology in rainfall infiltration of landslide[J]. Journal of China Coal Society,2024,49(7):3051-3062. (in Chinese with English abstract
|
| [284] |
杜建明,房倩,刘翔,等. 透明土物理模拟试验技术现状与趋势[J]. 科学技术与工程,2021,21(3):852-861.
DU J M,FANG Q,LIU X,et al. The present and development trend of physical simulation experiment technology for transparent soils[J]. Science Technology and Engineering,2021,21(3):852-861. (in Chinese with English abstract
|
| [285] |
ZHOU C,MA W C,SUI W H. Transparent soil model test of a landslide with umbrella-shaped anchors and different slope angles in response to rapid drawdown[J]. Engineering Geology,2022,307:106765. doi: 10.1016/j.enggeo.2022.106765
|
| [286] |
SUI W H,ZHENG G S. An experimental investigation on slope stability under drawdown conditions using transparent soils[J]. Bulletin of Engineering Geology and the Environment,2018,77(3):977-985. doi: 10.1007/s10064-017-1082-8
|
| [287] |
WEI L T,XU Q,WANG S Y,et al. The morphology evolution of the shear band in slope:Insights from physical modelling using transparent soil[J]. Bulletin of Engineering Geology and the Environment,2020,79(4):1849-1860. doi: 10.1007/s10064-019-01649-1
|
| [288] |
胡南燕,黄建彬,罗斌玉,等. 环氧树脂基脆性透明岩石相似材料配比试验研究[J]. 岩土力学,2023,44(12):3471-3480.
HU N Y,HUANG J B,LUO B Y,et al. Experimental study on proportioning of epoxy resin-based transparent brittle rock-like materials[J]. Rock and Soil Mechanics,2023,44(12):3471-3480. (in Chinese with English abstract
|
| [289] |
周昌,马文超,胡元骏,等. 基于透明土的库水位骤降下消落带滑坡-伞型锚体系变形破坏机理[J]. 工程地质学报,2023,31(4):1407-1417.
ZHOU C,MA W C,HU Y J,et al. Failure mechanism of water-level fluctuation zone with umbrella-shaped anchors under rapid drawdown based on transparent soil[J]. Journal of Engineering Geology,2023,31(4):1407-1417. (in Chinese with English abstract
|
| [290] |
冷先伦,王川,盛谦,等. 基于透明相似模型试验的主控裂隙边坡变形破坏演化机制研究[J]. 岩土力学,2023,44(5):1283-1294.
LENG X L,WANG C,SHENG Q,et al. Evolution mechanism of deformation and failure of rock slope with controlling fissure through transparent physical model experiments[J]. Rock and Soil Mechanics,2023,44(5):1283-1294. (in Chinese with English abstract
|
| [291] |
BATHURST R J,EZZEIN F M. Geogrid and soil displacement observations during pullout using a transparent granular soil[J]. Geotechnical Testing Journal,2015,38(5):20140145.
|
| [292] |
YANG X L,DONG J Y,YANG J H,et al. Similar material proportioning tests and mechanical properties based on orthogonal design[J]. Materials,2023,16(19):6439. doi: 10.3390/ma16196439
|
| [293] |
CUI Y,XU C,XUE L,et al. Experimental study on the reasonable proportions of rock-like materials for water-induced strength degradation in rock slope model test[J]. Scientific Reports,2023,13:9288. doi: 10.1038/s41598-023-36511-8
|
| [294] |
朱权威,冯文凯,肖锐铧,等. 三峡库区岩质滑坡离心模拟黏结材料渗透性试验研究[J]. 科学技术与工程,2020,20(22):8904-8908. doi: 10.3969/j.issn.1671-1815.2020.22.008
ZHU Q W,FENG W K,XIAO R H,et al. Experimental study on permeability of centrifugally simulated bond materials for rock landslides in the Three Gorges Reservoir area[J]. Science Technology and Engineering,2020,20(22):8904-8908. (in Chinese with English abstract doi: 10.3969/j.issn.1671-1815.2020.22.008
|
| [295] |
赵建军,李金锁,马运韬,等. 降雨诱发采动滑坡物理模拟试验研究[J]. 煤炭学报,2020,45(2):760-769.
ZHAO J J,LI J S,MA Y T,et al. Experimental study on failure process of mining landslide induced by rainfall[J]. Journal of China Coal Society,2020,45(2):760-769. (in Chinese with English abstract
|
| [296] |
宁奕冰,唐辉明,张勃成,等. 基于正交设计的岩石相似材料配比研究及底摩擦物理模型试验应用[J]. 岩土力学,2020,41(6):2009-2020.
NING Y B,TANG H M,ZHANG B C,et al. Investigation of the rock similar material proportion based on orthogonal design and its application in base friction physical model tests[J]. Rock and Soil Mechanics,2020,41(6):2009-2020. (in Chinese with English abstract
|
| [297] |
祝介旺,吕国靖,李文乐,等. 强震作用下崩滑危岩体模型试验滑面材料配比研究[J]. 山东建筑大学学报,2024,39(3):18-25. doi: 10.12077/sdjz.2024.03.003
ZHU J W,LYU G J,LI W L,et al. Study on material ratio of sliding surface for model testing of landslide under strong earthquake effect[J]. Journal of Shandong Jianzhu University,2024,39(3):18-25. (in Chinese with English abstract doi: 10.12077/sdjz.2024.03.003
|
| [298] |
陈矿雨,赵其华. 小相似比高位滑坡模型试验相似材料研究[J]. 人民长江,2024,55(9):187-193.
CHEN K Y,ZHAO Q H. Research on similar materials of high-elevation landslide model test with small similarity ratio[J]. Yangtze River,2024,55(9):187-193. (in Chinese with English abstract
|
| [299] |
ZHU C G,YANG F,ZHENG J L,et al. Interaction and treatment for tunnels orthogonally traversing large bedrock landslides[J]. KSCE Journal of Civil Engineering,2021,25(7):2758-2769. doi: 10.1007/s12205-021-2231-y
|
| [300] |
肖捷夫,李云安,胡勇,等. 库水涨落和降雨条件下古滑坡变形特征模型试验研究[J]. 岩土力学,2021,42(2):471-480.
XIAO J F,LI Y A,HU Y,et al. Model tests on deformation characteristics of ancient bank landslide under water level fluctuation and rainfall[J]. Rock and Soil Mechanics,2021,42(2):471-480. (in Chinese with English abstract
|
| [301] |
曹玲,罗先启,程圣国. 千将坪滑坡物理模型试验相似材料研究[J]. 三峡大学学报(自然科学版),2007,29(1):37-39. doi: 10.3969/j.issn.1672-948X.2007.01.009
CAO L,LUO X Q,CHENG S G. Research on similar material of physical model for Qianjiangping landslide[J]. Journal of China Three Gorges University (Natural Sciences),2007,29(1):37-39. (in Chinese with English abstract doi: 10.3969/j.issn.1672-948X.2007.01.009
|
| [302] |
任占强,宋章,林棋文,等. 滑坡碎屑化运动物理模型相似材料特性研究[J]. 水文地质工程地质,2021,48(2):132-142.
REN Z Q,SONG Z,LIN Q W,et al. A study of the similar material characteristics of fragmenting rock mass physical model[J]. Hydrogeology & Engineering Geology,2021,48(2):132-142. (in Chinese with English abstract
|
| [303] |
朱甲龙,王林华,孔昊泉,等. 一种新型模拟软质岩相似材料研究[J]. 武汉理工大学学报,2024,46(6):28-34.
ZHU J L,WANG L H,KONG H Q,et al. Study on similar material of soft rock bolt pull-out simulation test[J]. Journal of Wuhan University of Technology,2024,46(6):28-34. (in Chinese with English abstract
|
| [304] |
任旭,王鸿榕,刘梓晗,等. 可再分散乳胶粉对软岩相似材料性能的影响[J]. 地下空间与工程学报,2023,19(增刊2):649-655.
REN X,WANG H R,LIU Z H,et al. The influence of redispersible latex powder on similar-materials properties of soft rock[J]. Chinese Journal of Underground Space and Engineering,2023,19(S2):649-655. (in Chinese with English abstract
|
| [305] |
REN X,ZHANG Z F,XIANG M,et al. An experimental study on the preparation of soft rock similar materials using redispersible latex powder as a modifier[J]. Molecules,2022,27(21):7404. doi: 10.3390/molecules27217404
|
| [306] |
张彦君,年廷凯,王亮,等. 岩质边坡物理模型试验相似材料研究[J]. 西南交通大学学报,2019,54(1):55-60.
ZHANG Y J,NIAN T K,WANG L,et al. Research on similar materials for physical model tests of rock slopes[J]. Journal of Southwest Jiaotong University,2019,54(1):55-60. (in Chinese with English abstract
|
| [307] |
徐楚,胡新丽,何春灿,等. 水库型滑坡模型试验相似材料的研制及应用[J]. 岩土力学,2018,39(11):4287-4293.
XU C,HU X L,HE C C,et al. Development and application of similar material for reservoir landslide model test[J]. Rock and Soil Mechanics,2018,39(11):4287-4293. (in Chinese with English abstract
|
| [308] |
程圣国,方坤河,朱乔生. 滑坡相似材料试验结果优化理论研究[J]. 三峡大学学报(自然科学版),2002,24(5):385-387. doi: 10.3969/j.issn.1672-948X.2002.05.001
CHENG S G,FANG K H,ZHU Q S. Optimization of test result of landslide similar material[J]. Journal of China Three Gorges University(Natural Sciences),2002,24(5):385-387. (in Chinese with English abstract doi: 10.3969/j.issn.1672-948X.2002.05.001
|
| [309] |
HOJAT A,AROSIO D,IVANOV V I,et al. Geoelectrical characterization and monitoring of slopes on a rainfall-triggered landslide simulator[J]. Journal of Applied Geophysics,2019,170:103844. doi: 10.1016/j.jappgeo.2019.103844
|
| [310] |
胡开颜,莫淳淯,张益华,等. 基于自然电位法的滑坡监测实验研究[J]. 地球物理学报,2021,64(12):4582-4593. doi: 10.6038/cjg2021P0161
HU K Y,MO C Y,ZHANG Y H,et al. An experimental study on monitoring an indoor landslide based on self-potential method[J]. Chinese Journal of Geophysics,2021,64(12):4582-4593. (in Chinese with English abstract doi: 10.6038/cjg2021P0161
|
| [311] |
SCHENATO L,PALMIERI L,CAMPORESE M,et al. Distributed optical fibre sensing for early detection of shallow landslides triggering[J]. Scientific Reports,2017,7:14686. doi: 10.1038/s41598-017-12610-1
|
| [312] |
陶志刚,李华鑫,曹辉,等. 降雨条件下全段高排土场边坡稳定性实验研究[J]. 煤炭学报,2020,45(11):3793-3805.
TAO Z G,LI H X,CAO H,et al. Test on the slope stability of full-section high dump under rainfall[J]. Journal of China Coal Society,2020,45(11):3793-3805. (in Chinese with English abstract
|
| [313] |
苏立君,梁双庆,王洋,等. 探地雷达在振动台斜坡模型震裂变形探测中的应用[J]. 工程地质学报,2015,23(增刊1):728-734.
SU L J,LIANG S Q,WANG Y,et al. Application research of GPR in detection of earthquake-induced deformation of shaking table model slope[J]. Journal of Engineering Geology,2015,23(S1):728-734. (in Chinese with English abstract
|
| [314] |
SONG X H,TAN Y. Experimental investigation on the influences of rainfall patterns on instability of sandy slopes[J]. Environmental Earth Sciences,2021,80(24):803. doi: 10.1007/s12665-021-10118-6
|
| [315] |
刘君,刘福海,孔宪京,等. PIV技术在大型振动台模型试验中的应用[J]. 岩土工程学报,2010,32(3):368-374.
LIU J,LIU F H,KONG X J,et al. Application of PIV in large-scale shaking table model tests[J]. Chinese Journal of Geotechnical Engineering,2010,32(3):368-374. (in Chinese with English abstract
|
| [316] |
HU W,XU Q,RUI C,et al. An instrumented flume to investigate the initiation mechanism of the post-earthquake huge debris flow in the southwest of China[J]. Bulletin of Engineering Geology and the Environment,2015,74(2):393-404. doi: 10.1007/s10064-014-0627-3
|
Copyright © 2010Editorial Department of Bulletin of Geological Science and Technology
Supported by:
Beijing Renhe Information Technology Co., Ltd.
DownLoad:
