| Citation: | CHEN Yingxian，YE Yongchao，YANG Hongxia，et al. Determination of the 3D most dangerous sliding surfacefor open-pit mine slopes based on multiple cross-profiles[J]. Bulletin of Geological Science and Technology，2025，44（6）：1-10 doi: 10.19509/j.cnki.dzkq.tb20230690
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At present, the two-dimensional (2D) profiles are widely used for slope stability analysis, which has proved to be efficient and relatively accurate.
However, the two-dimensional profile cannot describe the 3D spatial morphology of the most dangerous sliding surface sliding mass.
To address the limitation, based on the stability analysis of the two-dimensional profile slope, the three-dimensional most dangerous sliding surface of the slope is fitted using the spline function by associating multiple profiles with the three-dimensional slope model. Firstly, the relationship between the two-dimensional profile and the three-dimensional slope space is established by setting the profile name, horizontal coordinate positioning and elevation positioning of the graphic elements in the profile line and the two-dimensional profile. Secondly, the most dangerous sliding surface lines of each profile are automatically generated by using the multi-profile resultant force method, and the most dangerous sliding surface lines of each two-dimensional profile are converted to three-dimensional slope space by using the coordinate transformation formula. Finally, the spline function interpolation is used to fit the most dangerous sliding surface lines in the three-dimensional space to construct the three-dimensional most dangerous sliding surface. Taking the southwest slope of an open-pit mine in Xilinhot, Inner Mongolia as an example, a three-dimensional engineering geological model of the slope is established, and five two-dimensional profiles for slope stability analysis are generated. Through this method, the three-dimensional most dangerous sliding surface and three-dimensional sliding mass are successfully generated and their rationality is verified.
The research results provide new insights for predicting the location, scale, and damage degree of potential slope sliding masses.
| [1] |
陈祖煜, 弥宏亮, 汪小刚. 边坡稳定三维分析的极限平衡方法[J]. 岩土工程学报, 2001, 23(5): 525-529.
CHEN Z Y, MI H L, WANG X G. A three-dimensional limit equilibrium method for slope stability analysis[J]. Chinese Journal of Geotechnical Engineering, 2001, 23(5): 525-529. (in Chinese with English abstract
|
| [2] |
吴海真, 顾冲时. 联合运用改进的极限平衡法和动态规划法分析边坡稳定性[J]. 水利学报, 2007, 38(10): 1272-1277.
WU H Z, GU C S. Slope stability analysis using enhanced limit equilibrium method combined with dynamic programming[J]. Journal of Hydraulic Engineering, 2007, 38(10): 1272-1277. (in Chinese with English abstract
|
| [3] |
KALATEHJARI R, A RASHID A S, HAJIHASSANI M, et al. Determining the unique direction of sliding in three-dimensional slope stability analysis[J]. Engineering Geology, 2014, 182: 97-108. doi: 10.1016/j.enggeo.2014.06.002
|
| [4] |
ZHOU Y D, ZOU P, WANG F F, et al. Study on high and steep slope stability and slope angle optimization of open-pit based on limit equilibrium and numerical simulation[J]. Geotechnical and Geological Engineering, 2020, 38(6): 5737-5753. doi: 10.1007/s10706-020-01390-7
|
| [5] |
SU P D, QIU P, LIU B, et al. Stability prediction and optimal angle of high slope in open-pit mine based on two-dimension limit equilibrium method and three-dimension numerical simulation[J]. Physics and Chemistry of the Earth (Parts A/B/C), 2022, 127: 103151. doi: 10.1016/j.pce.2022.103151
|
| [6] |
易富, 孟兴涛, 赵文华, 等. 基于因素空间的露天采坑边坡稳定性评价[J]. 地质科技通报, 2023, 42(5): 1-9.
YI F, MENG X T, ZHAO W H, et al. Evaluation of slope stability of open pit based on factor space[J]. Bulletin of Geological Science and Technology, 2023, 42(5): 1-9. (in Chinese with English abstract
|
| [7] |
朱彦鹏, 杨晓宇, 马孝瑞, 等. 边坡稳定性分析双折减法的几个问题[J]. 岩土力学, 2018, 39(1): 331-338.
ZHU Y P, YANG X Y, MA X R, et al. Several questions of double reduction method for slope stability analysis[J]. Rock and Soil Mechanics, 2018, 39(1): 331-338. (in Chinese with English abstract
|
| [8] |
苏振宁, 邵龙潭. 基于有限元极限平衡法的三维边坡稳定性[J]. 工程科学学报, 2022, 44(12): 2048-2056.
SU Z N, SHAO L T. Three-dimensional slope stability based on the finite element limit equilibrium method[J]. Chinese Journal of Engineering, 2022, 44(12): 2048-2056. (in Chinese with English abstract
|
| [9] |
蒋先平, 张鹏, 卢艺伟, 等. 物质点强度折减法边坡失稳判据选择方法[J]. 地质科技通报, 2022, 41(2): 113-122.
JIANG X P, ZHANG P, LU Y W, et al. Slope failure criterion for the strength reduction material point method[J]. Bulletin of Geological Science and Technology, 2022, 41(2): 113-122. (in Chinese with English abstract
|
| [10] |
NAEIJ M, GHASEMI H, GHAFARIAN D, et al. Explicit finite element analysis of slope stability by strength reduction[J]. Geomechanics and Engineering, 2021(2): 2.
|
| [11] |
孙聪, 郑宏, 李春光, 等. 基于蚁群算法的严格最大剩余推力临界滑动面搜索[J]. 岩土力学, 2014, 35(10): 3021-3026.
SUN C, ZHENG H, LI C G, et al. Critical slip surface search by using rigorous maximum residual thrust method based on ant colony algorithm[J]. Rock and Soil Mechanics, 2014, 35(10): 3021-3026. (in Chinese with English abstract
|
| [12] |
杨善统, 姜清辉, 尹涛, 等. 边坡临界滑面搜索的改进粒子群优化算法[J]. 岩土工程学报, 2015, 37(8): 1411-1417.
YANG S T, JIANG Q H, YIN T, et al. Search of critical slip surface of slopes using improved particle swarm optimization method[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(8): 1411-1417. (in Chinese with English abstract
|
| [13] |
张锟, 徐青, 王一凡, 等. 自适应差分进化算法在边坡滑面搜索中的应用[J]. 岩土力学, 2017, 38(5): 1503-1509.
ZHANG K, XU Q, WANG Y F, et al. Application of self-adaptive differential evolution algorithm in searching for critical slip surface of slope[J]. Rock and Soil Mechanics, 2017, 38(5): 1503-1509. (in Chinese with English abstract
|
| [14] |
孙自立, 温树杰, 梁超, 等. 一种基于最小势能法的三维任意形滑面构造与搜索方法[J]. 岩土力学, 2020, 41(增刊1): 255-263.
SUN Z L, WEN S J, LIANG C, et al. A method for constructing and searching three-dimensional arbitrary slip surface based on minimum potential energy[J]. Rock and Soil Mechanics, 2020, 41(S1): 255-263. (in Chinese with English abstract
|
| [15] |
CEN W J, LUO J R, YU J S, et al. Slope stability analysis using genetic simulated annealing algorithm in conjunction with finite element method[J]. KSCE Journal of Civil Engineering, 2020, 24(1): 30-37. doi: 10.1007/s12205-020-2051-5
|
| [16] |
LI Y J, QIAN C, FU Z Z, et al. On two approaches to slope stability reliability assessments using the random finite element method[J]. Applied Sciences, 2019, 9(20): 4421. doi: 10.3390/app9204421
|
| [17] |
杨超, 董立山, 申俊敏, 等. 边坡矢量和分析法最危险滑面搜索研究[J]. 安全与环境工程, 2014, 21(3): 28-35.
YANG C, DONG L S, SHEN J M, et al. Searching for the most dangerous failure surface of slope based on the vector sum analysis method[J]. Safety and Environmental Engineering, 2014, 21(3): 28-35. (in Chinese with English abstract
|
| [18] |
吕爱钟, 贾晓阳. 边坡危险滑动面及稳定安全系数的力学解析方法[J]. 工程地质学报, 2022, 30(1): 110-116.
LYU A Z, JIA X Y. Mechanical analysis method for dangerous sliding surface and factor of safety[J]. Journal of Engineering Geology, 2022, 30(1): 110-116. (in Chinese with English abstract
|
| [19] |
余国, 谢谟文, 孙紫豪, 等. 基于GIS的三维对称边坡滑面正应力分布逼近函数构造[J]. 岩土力学, 2019, 40(6): 2332-2340.
YU G, XIE M W, SUN Z H, et al. Construction of approximation function of normal stress distribution on sliding surface of three-dimensional symmetrical slope based on GIS[J]. Rock and Soil Mechanics, 2019, 40(6): 2332-2340. (in Chinese with English abstract
|
| [20] |
郑永来, 吴卓睿. 基于最短折减路径法的边坡安全系数研究[J]. 地质科技通报, 2022, 41(6): 28-34.
ZHENG Y L, WU Z R. Estimation of slope safety factor based on trajectory reduction method[J]. Bulletin of Geological Science and Technology, 2022, 41(6): 28-34. (in Chinese with English abstract
|
| [21] |
SHUI K, HOU K P, HOU W W, et al. Optimizing slope safety factor prediction via stacking using sparrow search algorithm for multi-layer machine learning regression models[J]. Journal of Mountain Science, 2023, 20(10): 2852-2868. doi: 10.1007/s11629-023-8158-7
|
| [22] |
STIANSON J R, CHAN D, FREDLUND D G. Role of admissibility criteria in limit equilibrium slope stability methods based on finite element stresses[J]. Computers and Geotechnics, 2015, 66: 113-125. doi: 10.1016/j.compgeo.2015.01.014
|
| [23] |
CAI Z L, SHOU S L, ZHOU J W, et al. System reliability analysis of landslides involving sliding surfaces using intelligent multiple response surfaces[J]. Frontiers in Earth Science, 2023, 10: 1053634. doi: 10.3389/feart.2022.1053634
|
| [24] |
曹文庚, 潘登, 徐郅杰, 等. 河南省滑坡灾害易发性制图研究: 多种机器学习模型的对比[J]. 地质科技通报: 2025, 44(1): 101-111.
CAO W G, PAN D, XU Z J, et al. Landslide disaster vulnerability mapping study in Henan Province: Comparison of different machine learning models[J]. Bulletin of Geological Science and Technology: 2025, 44(1): 101-111. (in Chinese with English abstract
|
| [25] |
李荣伟, 侯恩科. 露天煤矿边坡稳定性影响因素的敏感性正交分析[J]. 煤田地质与勘探, 2009, 37(1): 52-56.
LI R W, HOU E K. Orthogonality analysis of sensibility on factors of slope stability in opencast coal mine[J]. Coal Geology & Exploration, 2009, 37(1): 52-56. (in Chinese with English abstract
|
| [26] |
向章波, 张家铭, 周晓宇, 等. 基于Slide的某红层路堑边坡稳定性分析[J]. 水文地质工程地质, 2015, 42(4): 90-95.
XIANG Z B, ZHANG J M, ZHOU X Y, et al. The slope stability analysis of red bed based on Slide[J]. Hydrogeology & Engineering Geology, 2015, 42(4): 90-95. (in Chinese with English abstract
|
| [27] |
王强, 付厚利, 秦哲, 等. 基于正交改进和Geo-slope边坡稳定性因素敏感性分析[J]. 金属矿山, 2017(12): 130-135.
WANG Q, FU H L, QIN Z, et al. Sensitivity analysis of slope stability factor based on orthogonal improvement and geo-slope[J]. Metal Mine, 2017(12): 130-135. (in Chinese with English abstract
|
| [28] |
刘国栋, 刘奉银. 基于Geo-slope的Siegle网格密度确定问题[J]. 地下空间与工程学报, 2016, 12(2): 397-401.
LIU G D, LIU F Y. Identification of the Siegel grid density within Geo-slope[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(2): 397-401. (in Chinese with English abstract
|
| [29] |
李小春, 袁维, 白冰, 等. 基于局部强度折减法的边坡多滑面分析方法及应用研究[J]. 岩土力学, 2014, 35(3): 847-854.
LI X C, YUAN W, BAI B, et al. Analytic approach of slope multi-slip surfaces based on local strength reduction method and its application[J]. Rock and Soil Mechanics, 2014, 35(3): 847-854. (in Chinese with English abstract
|
| [30] |
张年学, 李晓, 盛祝平, 等. 多剖面合力法分析滑坡稳定性[J]. 工程地质学报, 2017, 25(5): 1190-1204.
ZHANG N X, LI X, SHENG Z P, et al. Stability analysis of landslide using joint forces method on multiple profiles[J]. Journal of Engineering Geology, 2017, 25(5): 1190-1204. (in Chinese with English abstract
|
| [31] |
崔扬, 李青元, 董前林, 等. 勘探线剖面图从二维转化为三维算法[J]. 测绘科学, 2016, 41(4): 128-131.
CUI Y, LI Q Y, DONG Q L, et al. Research on prospecting line profile map from 2D to 3D[J]. Science of Surveying and Mapping, 2016, 41(4): 128-131. (in Chinese with English abstract
|
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