摘要
本文在分析了位于广州市某深基坑的工程地质及水文地质条件后 ,建立了以弹塑性力学为基础的有限元数值计算模型 ,并选取合理的计算参数对该基坑开挖过程进行了模拟分析 ,分析成果表明 :采用有限元方法分析计算基坑边坡稳定性是行之有效的。
Analysed with the engineering and hydrogeological conitions of a deep foundation pit in Guangzhou on the base of elastic plastics the finitelement calculation model was estallished.Reasonable parametecs were adopled for model analysis of the process of the deep foundation pit.The result shows such a method is effective.
出处
《土工基础》
2002年第3期76-78,共3页
Soil Engineering and Foundation
关键词
深基坑
边坡
稳定性
有限元方法
松弛破坏
slope of deep foundation pit,stability calculation,FEM.relax failuse
