江西科学2012，Vol.30Issue(3)：374-380,7.
“两墙合一”中地下连续墙与桩基处于不同土层时地基沉降有限元分析
Dual Purpose Diaphragm Wall＇s Settlement Analysis by FEM Method When Wall and Pile Are in Different Soil Layer
毛怡申1
作者信息
- 1. 上海工程化学设计院有限公司,上海200235
- 折叠
摘要
Abstract
In this article, based on a typical dual purpose diaphragm wallproject with diaphragm wall and piles lying on different soil layer, a finite element mode is built and analyzed. Through FEM ana- lyze, this article find out the deformation difference of walls and piles and its consequence to struc- ture＇s stress and deformation. Finally ,this paper puts forward the improvement measures.关键词
两墙合一/地基沉降/有限元Key words
Dual purpose diaphragm wall/Settlement/Finite element method分类
建筑与水利引用本文复制引用
毛怡申..“两墙合一”中地下连续墙与桩基处于不同土层时地基沉降有限元分析[J].江西科学,2012,30(3):374-380,7.
