slope safety factor

基本解释

The result indicates that the slope safety factor decreases when the seismic influence coefficient;
根据计算，在地震作用下，随着地震影响系数的提高，边坡安全系数呈非线性减小；
Contact element is combined with slope stability problem and a new calculation method of slope safety factor is put forward based on partial failure theory.
在边坡稳定问题的研究中引入了接触单元的概念，基于局部破坏理论，提出了一种新的边坡稳定系数的计算方法。
Based on the original definition of slope safety factor, centrifuge loading finite element method(CLFEM) is presented by the "virtual state" of slope for the analysis of slope stability.
从边坡安全系数的基本定义出发，通过边坡“虚拟工况”概念，提出有限元离心加载分析边坡稳定性的方法。