摘要
从研究区域的地质环境出发,分析了工程区域的地貌地质特征,由此获得符合实际的计算模型,在此基础上对在重力场作用下的边坡稳定性进行了有限元的模拟分析,同时采用了不同的计算方法对不同工况条件下的滑坡稳定性进行了计算,并得出了一些结论和建议。
Based on the geological investigation, an objective calculation model is established. The stability of rock slope is computed and analyzed with FEM simulation in gravitation stress. The other calculation methods are also used to analyze the stability of the slope in different cases. Some conclusions and suggestions are obtained.
出处
《上海地质》
2006年第3期33-34,46,32,57,共5页
