Study on Simulation Analysis of Excavation Deep Foundation Pit in Qingnian Road Station of Tianjin Subway Line 2

被引：0
|
作者：
Bai, Yang [1 ]
Cui, Pengbo [1 ]
Wu, Jingbo [2 ]
Wu, Lei [3 ]
机构：
[1] JiangSu JianZhu Inst, Jianzhu, Peoples R China
[2] Hangzhou City Housing & Urban Consultants Co, Hangzhou, Peoples R China
[3] CCCC First Highway Consultants Co, Hangzhou, Peoples R China
来源：
ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING IV | 2014年 / 580-583卷
关键词：
MIDAS GTS; deep foundation pit; analogue simulation; retaining structure; Tianjin Subway;
D O I：
10.4028/www.scientific.net/AMM.580-583.1112
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
On the basis of hydrogeology data,Mohr-Coulomb constitutive model in software MIDAS GTS was employed to simulate excavation deep foundation pit in Qingnian Road station of Tianjin subway line 2 after each excavation step of different construction procedures. It is positive scinentifcity for simulating excavation pit ahead of time and predicting its deformation and displacement characteristics in the foundation pit, and it is significant for the timely revision of the schemes in the next construction process.
引用
收藏
页码：1112 / +
页数：2
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