Slope Stability Analysis Based on the Limit Equilibrium Method and Strength Reduction Method

被引:1
|
作者
Jin, Yuancheng [1 ]
机构
[1] Tibet Univ, Sch Inst Technol, Lhasa 850000, Peoples R China
关键词
Limit equilibrium method; Finite element strength reduction method; GNSS landslide monitoring; Slope stability;
D O I
10.1088/1755-1315/631/1/012048
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
To evaluate the stability of the slope in Tianmogou, Southeast Tibet, the results of 3D modeling were introduced into the computer-aided design section for the numerical analysis of the limit equilibrium method (LEM) and strength reduction method (SRM). The analysis results show that the safety coefficients calculated by the LEM and SRM are similar and more accurate than those of other ideal models. The LEM and SRM are applied to the slope stability analysis, which can reflect the slope stability more accurately.
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页数:5
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