土坡稳定问题的塑性极限分析法与惯用的极限平衡分析法不同的是它考虑了土的应力——应变关系，属土坡稳定分析的新技术。
The plasticity analyses for stability problems is differentiated from the conventional limit equilibrium method by the former in consideration of the soil's stress-strain relationship.
本文针对土坡稳定分析方法中的安全系数法建立了可靠度分析的极限方程。
This paper set up limit equation of reliability analysis for factor of safety method in the stability analysis method of slope.
采用可靠度分析的JC法，对土坡稳定可靠度分析中的若干规律进行了探讨。
Some regularity of reliability analysis on soil slope stability is discussed by using JC method which is a reliability analysis method.
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