In the stability analysis of rocky slope, the rock mass is generally abstracted into geologic model, mechanical medel or geometric medel.
岩石边坡稳定性分析，通常将边坡岩体的模型抽象为地质模型，力学模型及几何模型三种。
It is of great importance to obtain the reasonable results of stability analysis of rocky slope by using the engineering geological information to establish the correct calculation model.
充分利用地质资料建立正确的岩质边坡稳定性分析计算模型，对于获得正确的分析结果至关重要。
It is of great importance to obtain the reasonable results of stability analysis of rocky slope by using the engineering geological information to establish the correct calculation model.
充分利用地质资料建立正确的岩质边坡稳定性分析计算模型，对于获得正确的分析结果至关重要。
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