The safety factor of some dangerous slopes are calculated by rigid limiting equilibrium method for coMParison.
对潜在危险边坡利用刚体极限平衡法求出了不同工况下的安全系数。
Plan and space rigid limiting equilibrium method is applied to calculate the stability of anchored rock wall.
通过分析研究，按平面、空间刚体极限平衡法对岩墙进行稳定计算；
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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