摘要
以上海市轨道交通12号线汉中路换乘车站工程为例,采用Midas/gts三维有限元软件,从单个基坑开挖与交叉基坑开挖两方面,分析了基坑开挖对地连墙水平位移的影响规律,为实际工程施工提供了依据。
Taking Hanzhonglu station engineering of Shanghai rail transit line No. 12 as an example,applying Midas / gts three-dimensional finite element software,starting from two aspects of single foundation excavation and crossing foundation excavation,analyzes the influencing law of crossing foundation excavation upon horizontal diaphragm displacement,which has provide some guidance for actual engineering construction.
出处
《山西建筑》
2016年第4期81-83,共3页
Shanxi Architecture
关键词
轨道交通
基坑开挖
地连墙
水平位移
rail transit
foundation excavation
diaphragm wall
horizontal displacement
