摘要
本文从水泥土的抗剪强度出发 ,通过有限单元法 ,结合实际工程 ,对基坑复合支护结构的变形机理进行分析 。
In this paper,on the basis of the sliding strength of cement-soil,the finite element method is used to analyze the deflection of composite braced structure in excavation by means of an engineering project.Advices for the design of composite braced structure in excavation are given.
关键词
基坑
复合支护结构
水泥土
帷幕
有限元
excavation
composite braced structure
cement-soil
curtain
finite element
