This paper builds up a dynamic analysis method for slope stability, an accelerated deformation prediction model for mid and long-term, and two modifying prediction models for temporary sliding.
此论文描述一个动态边坡稳定性分析方法，预测中长期加速变形规律。 同时还包括两个改进的临时滑动预测模型。
The computed results based on the two methods are compared, and the influence of each method on soil slope stability analysis is obtained.
通过计算，对其计算结果进行了比较，总结了两种评价方法对土体边坡稳定性分析的影响。
Stability method based on slip surface FE stress and shear strength reduction method are two principal methods for FEM slope stability analysis.
基于滑面上应力分析法和强度折减法是边坡稳定有限元分析方法中两类主要的方法。
应用推荐