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目前,有两种边坡稳定分析方法:极限平衡法和应力—应变法。萨尔玛博士于1979年《在边坡和堤坝稳定性分析》一文中提出的边坡稳定分析方法是基于极限平衡理论的最新发展,其基本概念是:
Currently, there are two methods for slope stability analysis: the limit equilibrium method and the stress-strain method. The method of slope stability analysis put forward by Dr. Salma in 1979 in “Stability Analysis of Slopes and Dykes” is the latest development based on the theory of limit equilibrium. The basic concepts of this method are as follows: