A method for searching potential failure surface of slope based on maximum shear strain increment

被引：0
|
作者：
Li, Jian [1 ]
Chen, Shan-Xiong [1 ]
Yu, Fei [1 ]
机构：
[1] State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
来源：
Yantu Lixue/Rock and Soil Mechanics | 2013年 / 34卷 / SUPPL1期
关键词：
Curve fitting - Geotechnical engineering - Least squares approximations - Shear strength - Three dimensional;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：371 / 378
相关论文
共 50 条
  • [21] Searching failure distribution of sample based on slope-mode distance
    Luo Hang
    Wang Hou-Jun
    Long Bing
    Huang Jian-Guo
    IEEE CIRCUITS AND SYSTEMS INTERNATIONAL CONFERENCE ON TESTING AND DIAGNOSIS, 2009, : 411 - 415
  • [22] Searching potential slip surface of slopes based on the vector sum analysis method
    Guo Ming-wei
    Li Chun-guang
    Ge Xiu-run
    Wang Shui-lin
    Lu Ying-hui
    ROCK AND SOIL MECHANICS, 2009, 30 (06) : 1775 - 1781
  • [23] A new method for searching critical slip surface of three-dimensional slope based on deformation analysis
    Zhang, Ke
    Cao, Ping
    Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition), 2012, 44 (06): : 55 - 60
  • [24] Progressive failure analysis of slope with strain-softening behaviour based on strength reduction method
    Zhang, Ke
    Cao, Ping
    Bao, Rui
    JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2013, 14 (02): : 101 - 109
  • [25] Progressive failure analysis of slope with strain-softening behaviour based on strength reduction method
    Ke Zhang
    Ping Cao
    Rui Bao
    Journal of Zhejiang University SCIENCE A, 2013, 14 : 101 - 109
  • [26] Progressive failure analysis of slope with strain-softening behaviour based on strength reduction method
    Ke ZHANG
    Ping CAO
    Rui BAO
    Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2013, 14 (02) : 101 - 109
  • [27] Stability Analysis of Seismic Slope Based on Relative Residual Displacement Increment Method
    Sun, Weijian
    Wang, Guoxin
    Ma, Juntao
    BUILDINGS, 2024, 14 (05)
  • [28] Prediction of the shear deformation of a sandy model slope generated by rainfall based on the monitoring of the shear strain and the pore pressure in the slope
    Sasahara, Katsuo
    ENGINEERING GEOLOGY, 2017, 224 : 75 - 86
  • [29] Searching Method of Potential Sliding Surfaces in the Rock Slope by Crack Network Simulation
    Zhang, Yong
    Nie, Dexin
    He, Jiang-da
    ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, PTS 1-6, 2012, 368-373 : 781 - +
  • [30] Searching for critical failure surface in slope stability analysis by using hybrid genetic algorithm
    Li, Shouju
    Shangguan, Zichang
    Duan, Hongxia
    Liu, Yingxi
    Luan, Maotian
    GEOMECHANICS AND ENGINEERING, 2009, 1 (01) : 85 - 96
12345