It is a three dimensional limit equilibrium analysis for rock slope.
该方法是一种三维的岩坡极限平衡分析法。
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。
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。
Limit equilibrium analysis methods are usually used to assess stability of rock slopes.
岩质边坡稳定性分析通常采用极限平衡分析法。
Limit equilibrium analysis and finite element method are used for the stability evaluation of this slope. The engineering prevention and cure of landslip hazards are also proposed in this paper.
极限平衡稳定计算分析及有限元分析等方面来评价它的稳定性，并提出了防滑措施。
Limit equilibrium analysis and finite element method are used for the stability evaluation of this slope. The engineering prevention and cure of landslip hazards are also proposed in this paper.
极限平衡稳定计算分析及有限元分析等方面来评价它的稳定性，并提出了防滑措施。
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