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。
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.
但是自然界发生的尽大多数滑坡的三维效应十分明显，三维边坡稳定分析可以更加真实地评价边坡的稳定性。
But 3D effect is very evidence for mass landslides in the nature, so 3D analysis of slope stability can be more trustful .
提出了一种边坡稳定分析的三维极限平衡法。
This paper described a three-dimensional limit equilibrium method for slope stability analysis.
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