The slope stability analysis is studied with the nonlinear failure criterion based on the plastic upper limit theorem.
利用塑性分析上限定理，考虑岩土介质本身的非线性破坏准则，对各种不同破裂面边坡稳定性分析进行研究。
It has been applied to the slope stability analysis of Xiaowan Power Station water intake and some results with practical value have been obtained.
它已经被应用到边坡稳定性分析小湾电站水的摄入量，并已取得了一些具有实用价值的结果。
A geometry based mathematical model is established for the calculation of reliability index by use of the fuzzy random reliability theory for slope stability analysis.
将模糊随机可靠度理论应用于边坡的稳定分析，建立了基于几何法计算广义可靠指标的数学模型。
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