Based on the geotechnical material s characters of the complicacy,discontinuity and the anisotrop,the basic principle about the non-linear finite element method for rocky slope stability is studied.

• 针对岩土介质的复杂性、不连续性、各向异性等特征,研究了岩质边坡稳定性非线性有限元分析的基本原理。