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
  • [21] Numerical limit equilibrium methods in slope stability analysis
    Fakhimi, AA
    Salehi, D
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY, 2000, 24 (01): : 49 - 61
  • [22] Slope stability analysis with FLAC and limit equilibrium methods
    Cala, M
    Flisiak, J
    FLAC AND NUMERICAL MODELING IN GEOMECHANICS, 2001, : 111 - 114
  • [23] Numerical limit equilibrium methods in slope stability analysis
    Fakhimi, A.A.
    Salehi, D.
    Iranian Journal of Science & Technology, 2000, 24 (01): : 49 - 61
  • [24] Slope stability analysis based on limit equilibrium and numerical analysis
    Jiang, Kaiyu
    Cao, Jing
    Ma, Yue
    ADVANCES IN CIVIL ENGINEERING II, PTS 1-4, 2013, 256-259 : 198 - +
  • [25] Limit Equilibrium and Limit Analysis: Comparison of Benchmark Slope Stability Problems
    Ben Leshchinsky
    Ambauen, Spencer
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2015, 141 (10)
  • [27] Stability Analysis of Anchored Soil Slope Based on Finite Element Limit Equilibrium Method
    Zhang, Rui
    Zhao, Jie
    Wang, Guixuan
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2016, 2016
  • [28] 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
  • [29] Slope stability analysis of limit equilibrium finite element method based on the Dijkstra algorithm
    Xu, Wei-Ya
    Zhou, Jia-Wen
    Deng, Jun-Ye
    Shi, Chong
    Zhang, Zong-Liang
    Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2007, 29 (08): : 1159 - 1172
  • [30] Slope stability analysis using the limit equilibrium method and two finite element methods
    Liu, S. Y.
    Shao, L. T.
    Li, H. J.
    COMPUTERS AND GEOTECHNICS, 2015, 63 : 291 - 298