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
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