摘要
本文以某滑坡为例分别采用强度折减法和极限平衡法对滑坡稳定性进行分析比较,讨论两种方法的适用性和优缺点,为今后滑坡稳定性分析方法的选择提供依据。
This paper takes a landslide as an example with strength subtraction and limit equilibrium method for landslide stability analysis and comparison, to discuss the applicability of the two methods and advantages and disadvantages, and provide evidence for the selection of landslide stability analysis method for the future.
出处
《价值工程》
2017年第33期224-226,共3页
Value Engineering
关键词
滑坡
稳定性分析
强度折减法
极限平衡分析法
landslide
stability analysis
Strength Reduction Method
Limit Equilibrium Analysis Method
