Slope stability calculations are usually done in the framework of limit equilibrium analysis.

在土坡稳定的计算过程中常采用经典的极限平衡法。

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The paper briefly introduces some methods of soil slope stability analysis most in use, such as various methods by utilizing ultimate equilibrium theory and method of finite element.

简介了几种常用的土质边坡稳定性分析方法，如利用极限平衡理论的各种方法及有限元法。

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In this paper, stability safety factors of the rockfill dam slope are compared by finite element method and limiting equilibrium method by the use of linear and nonlinear shear strength.

本文对采用线性与非线性抗剪强度的有限元法和极限平衡法分析堆石坝坝坡稳定性进行了比较。

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