Meshless numerical manifold method with novel subspace tracking and CSS locating techniques for slope stability analysis

被引:1
|
作者
Cao, Xitailang [1 ]
Lin, Shan [1 ]
Liang, Zenglong [1 ]
Guo, Hongwei [1 ,2 ]
Zheng, Hong [1 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
[2] Hong Kong Polytech Univ PolyU, Dept Civil & Environm Engn, Hung Hom, Kowloon, Hong Kong, Peoples R China
关键词
Meshless Numerical Manifold Method; Strength reduction method; Slope stability analysis; Clustering algorithm; Wavelet transformation; CRITICAL SLIP SURFACES; STRENGTH REDUCTION; LIMIT EQUILIBRIUM; THIN PLATES; APPROXIMATION; CRITERIA; TRESCA; MODEL; SHAPE;
D O I
10.1016/j.compgeo.2023.106025
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The meshless numerical manifold method (MNMM) inherits the advantages of handling continuous and discontinuous problems uniformly, improving interpolation precision, and avoiding linear dependence issues. This paper refines the MNMM method for slope stability analysis to overcome the dependence and sensitivity of the strength reduction method of the finite element method on the number of finite element meshes and the algorithm for solving the nonlinear equations when calculating slopes with soft and weak interlayers. First, the strength reduction method (SRM) was incorporated into MNMM to create the numerical model called MNMM-SRM. Based on the MNMM-SRM, a complementary Mohr-Coulomb (M-C) control equation compliant with Koiter's rule of multi-yielding surfaces was established. In the principal stress space, the subspace tracking method was used to track the eigenvalues and eigenvectors of the stress tensor, thereby addressing the corner problem of M-C multi-yield surfaces. Combining the k-means clustering algorithm with wavelet transformation and employing the slope's total nodal displacement field as an input variable, an intelligent and efficient critical slip surface (CSS) automatic extraction method was developed. Three typical cases were used to validate the accuracy of the numerical model. This numerical model has a wide range of potential applications in slope stability research.
引用
收藏
页数:23
相关论文
共 50 条
  • [31] Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method
    Yang, Yongtao
    Xia, Yang
    Zheng, Hong
    Liu, Zhijun
    ENGINEERING GEOLOGY, 2021, 292
  • [32] Stability analysis of soil-rock-mixture slopes using the numerical manifold method
    Yang, Yongtao
    Sun, Guanhua
    Zheng, Hong
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2019, 109 : 153 - 160
  • [33] A stability analysis of rock slopes using a nonlinear strength reduction numerical manifold method
    Wang, Haibin
    Yang, Yongtao
    Sun, Guanhua
    Zheng, Hong
    COMPUTERS AND GEOTECHNICS, 2021, 129
  • [34] Stability Analysis of Earth Slope Using Combined Numerical Analysis Method Based on DEM and LEM
    Meng, Jing-jing
    Wang, Yi-xian
    Zhao, Yan-lin
    Ruan, Hang
    Liu, Yan
    TEHNICKI VJESNIK-TECHNICAL GAZETTE, 2018, 25 (05): : 1265 - 1273
  • [35] Numerical Limit Equilibrium Analysis Method of Slope Stability Based on Particle Swarm Optimization
    Wang, Shengnian
    Shi, Chong
    Zhang, Yulong
    Chen, Kaihua
    ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4, 2013, 353-356 : 247 - 251
  • [36] Modelling the stability of a soil-rock-mixture slope based on the digital image technology and strength reduction numerical manifold method
    Yang, Yongtao
    Chen, Tao
    Wu, Wenan
    Zheng, Hong
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2021, 126 : 45 - 54
  • [37] Parametric Analysis of Slope Stability Improved with Soil-cement Using Numerical Method
    Yang, Yanxin
    Wang, Qinke
    Ma, Jianlin
    Huang, Fengjuan
    JOURNAL OF APPLIED SCIENCE AND ENGINEERING, 2019, 22 (03): : 449 - 458
  • [38] A Coupled Seepage-Deformation Model for Simulating the Effect of Fracture Seepage on Rock Slope Stability Using the Numerical Manifold Method
    Qu, Xiaolei
    Zhang, Yunkai
    Chen, Youran
    Chen, Youyang
    Qi, Chengzhi
    Pasternak, Elena
    Dyskin, Arcady
    WATER, 2023, 15 (06)
  • [39] STABILITY ANALYSES FOR ANCIENT MASONRY STRUCTURES USING DISCONTINUOUS DEFORMATION ANALYSIS AND NUMERICAL MANIFOLD METHOD
    Sasaki, Takeshi
    Hagiwara, Ikuo
    Sasaki, Kastuji
    Yoshinaka, Ryunoshin
    Ohnishi, Yuzo
    Nishiyama, Satishi
    Koyama, Tomofumi
    INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2011, 8 (02) : 247 - 275
  • [40] Novel strength reduction numerical method to analyse the stability of a fractured rock slope from mesoscale failure
    Gao, Wei
    Chen, Xin
    Wang, Xu
    Hu, Chengjie
    ENGINEERING WITH COMPUTERS, 2021, 37 (04) : 2971 - 2987