摘要
在二维极限平衡条分法的基础上,提出了评价边坡稳定性的三维极限平衡方法,考虑了三维效应后,边坡体的稳定系数有了明显提高,通过对信陵滑坡稳定性的计算分析,取得了较为满意的结果。
Based on two-dimensional limit equilibrium method, this paper put forward 3D limit equilibrium method to evaluate slope stability, af- ter considering the 3D effect, the slope stability coefficient had significantly improvement, through the stability calculation on Xinling landslide, gained satisfactory results.
出处
《山西建筑》
2012年第35期89-91,共3页
Shanxi Architecture
关键词
极限平衡
边坡稳定性
三维效应
稳定系数
limit equilibrium, slope stability, three-dimensional effect, stability coefficient
