Slope Stability Analysis Of Elastic Limit Equilibrium Method

被引:0
|
作者
Kuang, Lin [1 ]
Lu, Aizhong [1 ]
Zhou, Yu [1 ]
机构
[1] North China Elect Power Univ, Inst Hydroelect & Geotech Engn, Beijing 102206, Peoples R China
来源
关键词
slope stability; elastic limit equilibrium method; factor of safety;
D O I
10.4028/www.scientific.net/AMM.275-277.1423
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Based on finite element analysis software ANSYS, slope stability analysis is carried out by Elastic limiting equilibrium method proposed in this paper. A series of sliding surface of the slope can be assumed firstly, and then stress field along the sliding surface is analyzed as the slope is in elastic state. The normal and tangential stresses along each sliding surface can be obtained, respectively. Then the safety factor for each slip surface can be calculated, the slip surface which the safety factor is smallest is the most dangerous sliding surface. This method is different from the previous limit equilibrium method. For the previous limit equilibrium method, the normal and tangential stresses along the sliding surface are calculated based on many assumptions. While, the limit equilibrium method proposed in this paper has fewer assumptions and clear physical meaning.
引用
收藏
页码:1423 / 1426
页数:4
相关论文
共 50 条
  • [31] A Displacement-Dependent Limit-Equilibrium Slice Method for Slope Stability Analysis
    Li, Shaohong
    Xiao, Shiguo
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2023, 23 (06)
  • [32] Rock Slope Stability Assessment Using Stereographic Projection Method and Limit Equilibrium Analysis
    Dulanjalee, P. H. E.
    Gunathilake, Jagath
    ADVANCING CULTURE OF LIVING WITH LANDSLIDES, VOL 4: DIVERSITY OF LANDSLIDE FORMS, 2017, : 489 - 498
  • [33] Stability Analysis of Anchorage Slope based on Limit Equilibrium Theory
    Liu, Xiumin
    Chen, Congxin
    Zheng, Yun
    Ou, Zhe
    DISASTER ADVANCES, 2012, 5 (04): : 892 - 895
  • [34] Limit equilibrium and stability analysis of steep stratified rock slope
    Li, Bin
    Wang, Guo-Zhang
    Feng, Zhen
    Wang, Wen-Pei
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2015, 37 (05): : 839 - 846
  • [35] Generalised framework of limit equilibrium methods for slope stability analysis
    Zhu, DY
    Lee, CF
    Jiang, HD
    GEOTECHNIQUE, 2003, 53 (04): : 377 - 395
  • [36] Review of Limit Equilibrium Methods for Stability Analysis of Dump Slope
    Geete, Sumit S.
    Singh, Hemant K.
    Tiwari, Manoj S.
    Rajurkar, Vaishali J.
    HELIX, 2020, 10 (01): : 89 - 97
  • [37] AN INTERSLICE FORCE FUNCTION FOR LIMIT EQUILIBRIUM SLOPE STABILITY ANALYSIS
    FAN, K
    FREDLUND, DG
    WILSON, GW
    CANADIAN GEOTECHNICAL JOURNAL, 1986, 23 (03) : 287 - 296
  • [38] Limit equilibrium slope stability analysis considering progressive failure
    Yamagami, T
    Taki, M
    DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 719 - 724
  • [39] Analysis of slope stability by the method of limiting equilibrium
    Pink M.N.
    Soil Mechanics and Foundation Engineering, 2007, 44 (3) : 99 - 104
  • [40] Slope stability analysis by the method of limiting equilibrium
    Pink, M.N.
    Osnovaniya, Fundamenty i Mekhanika Gruntov, 1993, (05): : 8 - 10