用有限元强度折减法分析边坡稳定

Slope Stability Analysis by means of FEM Strength Reduction Method

利用大型有限元分析软件ANSYS,结合强度折减理论,对不同情况下的边坡稳定进行了分析,对不同网格划分及计算约束条件的选择对计算精度的影响进行分析,同时对硬性结构面进行模拟,得出一些有益结论。

On basis of the strength reduction theory, the article makes analysis on the stability of slopes under different conditions and on the influence of different mesh dimensions and different constraint conditions on the accuracy of the calculations and makes simulations of the hard structural faces of slopes by means of ANSYS software, which leads to some useful conclusions.