摘要
软土边坡稳定是一个复杂的工程课题。借助强度折减弹塑性有限元法,对一典型软土基坑失稳事故进行了分析;同时在考虑桩土共同作用的基础上,基桩对基坑稳定性的影响作了初步探讨,得到了一些有意义的结论。
The stability of soft soil slope is an engineering problem. A typical soft-soil foundation pit collapse is analyzed by strength reduction FEM. At the same time, the effect of foundation pile on pit stability is discussed preliminarily, and some significant conclusion were summarized.
出处
《土工基础》
2006年第1期14-16,27,共4页
Soil Engineering and Foundation
关键词
软土边坡
稳定系数
有限元
强度折减
基桩
soft soil slope
stability coefficient
finite element
strength reduction
foundation pile
