本文以非饱和土抗剪强度理论为基础，引入了渗透力的概念，利用有限单元法进行了降雨条件下岩质边坡稳定性的分析。
The paper brings the conception of seepage force and use finite element method to analyze rock slope stability under rainfall, based on unsaturated earth drained shear strength theory.
岩质边坡稳定性分析通常采用极限平衡分析法。
Limit equilibrium analysis methods are usually used to assess stability of rock slopes.
岩质边坡稳定性分析是岩土工程的一项重要工作。
The geotechnical engineering has a abiding interest in rock slopes stability analysis.
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