本文探讨存在单一断层斜切岩石边坡时，断层与追踪破裂面所形成的三维块体的稳定性分析方法。
This paper discusses the possibility of the method of stability analysis of the rock slope with the wedge failure and intersected by a single fault and joints.
本文利用三维有限元法对地基沉降、填方边坡稳定性等问题进行了分析，对工程施工提出了相应的建议。
The subsidence of foundation and stability of fill slope are analyzed by means of three-dimensional finite element and Relative Suggestions are put forward for the project construction.
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 .
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 .
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