Finally, possible combinations of boundaries and anti-sliding stability of Yangfanggou dam abutment rock mass are evaluated using rigid limit equilibrium analysis method.
最后着重讨论边界可能的组合形式，利用刚体极限平衡分析法对杨房沟坝肩抗滑稳定进行评价。
This paper described a three-dimensional limit equilibrium method for slope stability analysis.
提出了一种边坡稳定分析的三维极限平衡法。
There had been a lot of bank stability analysis methods, such as limit equilibrium method and finite element method, etc.
至今，已出现了较多的岸坡稳定分析方法，如极限平衡法、有限元法等。
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