It was indicated that the three-dimensional slope stability could be explained by the failure probability through the reliability index.
算例和工程实例表明，通过可靠度指标可以对三维边坡的稳定性从失效概率方面加以解释说明。
These equilibrium equations and Coulomb yield condition can form the fundamental equations of three-dimensional slope stability analysis.
和库仑屈服条件一起，构成了边坡稳定问题普遍适用的基本方程。
The stability analysis method of the two-dimensional residual down-sliding force analysis method is used in the analysis and calculation of the three-dimensional slope stability.
本文将二维余推力稳定性分析方法推广到三维边坡稳定性分析计算中。
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