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《Shanxi Architecture》 2017-08
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The effect comparison of Abaqus,Plaxis and GTS in the simulation of foundation pit excavation

Zhang Kaiwei;Li Zhiyong;Zhang Lifeng;Hebei Construction Survey & Research Institute Limited Company;  
Using the three kinds of large-scale finite element analysis software,this paper made numerical simulation calculation to the simulation of foundation pit excavation process,analyzed the deformation and displacement situation of soil in foundation pit different excavation stages,compared the differences of displacement results and deformation rules of Abaqus,Plaxis and GTS three kinds of software in simulation of foundation pit excavation process,it is helpful to optimize the simulatiion scheme of deep foundation pit excavation.
【CateGory Index】: TU753
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【Citations】
Chinese Journal Full-text Database 4 Hits
1 ZHU Xiang-rong1,2 , WANG Jin-chang1 (1 Institute of Geotechnical Engineering , Zhejiang University, Hangzhou 310027,China; 2 Ningbo Institute of Technology , Zhejiang University, Ningbo 315104,China);Introduction to partly soil models in ABAQUS Software and their application to the geotechnical engineering[J];岩土力学;2004-S2
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【Co-citations】
Chinese Journal Full-text Database 8 Hits
1 YANG Jin-you;LEI Jin-bo;ZOU Yong-qiang;LI Zhuang-zhuang;WAN Meng-hua;YUE Teng-sheng;Pratik Kumar Bhandari;School of Civil Engineering and Architecture,Nanchang Hangkong University;Anhui Institute of Building Reasearch & Design;;Preliminary Analysis on Initial Stress Balance Method of Composite Foundation with Cap Pile Based on ABAQUS[J];南昌航空大学学报(自然科学版);2017-04
2 ZHANG Chengde;LI Lu;ZHOU Dong;Shanghai Project Management Co.,Ltd.;;Converting Technology for Load-Bearing System of Deep Foundation Pit Support[J];建筑施工;2017-11
3 XIANG Liang;China Railway First Survey and Design Institute Group Co.,Ltd.;;Monitoring and Numerical simulation of a Deep Foundation pit of a Metro Transfer Station in Water-rich Sandstone Strata[J];铁道标准设计;2017-11
4 Lei Zhen;Liao Heng;Dong Feifei;Du Guofeng;School of City Construction,Yangtze University;Hubei Provincial Oil and Gas Storage and Transportation Technology Research Center;;Simulation Analysis of Seismic Response of Long-distance Suspended Pipeline[J];石油机械;2017-10
5 WU Ming-ze;Changchun Institute of Technology;;The Monitoring and Numerical Simulation of Deep Foundation Excavation of Subway Station[J];长春工程学院学报(自然科学版);2017-03
6 Zhang Jikun;Huang Kai;Bai Xiaoyu;Zhang Mingyi;Qingdao China Petroleum Geotechnical Engineering Co.,Ltd.;School of Civil Engineering,Qingdao University of Technology;;Numerical simulation of continuous penetration mechanism for jacked piles[J];工程勘察;2017-09
7 CHEN Jie;LAN Hengshui;LEI Ming;XIAO Yanzheng;Guangdong Province Changda Highway Engineering Co.Ltd.;Guangdong Traffic Group Co.Ltd.;;Study of high-embankment and large-diameter steel corrugated pipe deformation characteristics[J];南京工业大学学报(自然科学版);2017-04
8 Wei Junjie;;Analysis on Stress Deformation of Foundation Pit under "Pit-in-pit" Mode[J];城市道桥与防洪;2017-07
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 Yang Xueqiang (Hubei polytechnic university, Wuhan,430068) Liu Zude He Shixiu (Wuhan University of Hydraulic and Electric Engineering,430072) (Hubei Polytechnic University, Wuhan, 430068);Research about spatial effect of deep pit supporting[J];岩土工程学报;1998-02
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