摘要
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。基于ANSYS平台对实际工程进行分析,提出有限元分析边坡稳定性问题的一些见解。
Based on the geotechnical material＇s characters of the complicacy, discontinuity and the anisotrop, the basic principle about the non-linear finite dement method for rocky slope stability is studied. Using ANSYS to analyze the project examples, some ideas on the analysis of the rocky slope stability with the finite element method are put forward.
出处
《水利与建筑工程学报》
2006年第4期64-67,共4页
Journal of Water Resources and Architectural Engineering
