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《Journal of Hefei University of Technology(Natural Science)》 2009-10
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Numerical analysis of the impacts of deep foundationpit excavation on neighboring buildings

WAN Shun1,2,MO Hai-hong1,2,CHEN Jun-sheng1,2(1.School of Civil Engineering and Transportation,South China University of Technology,Guangdong 510640,China;2.State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangdong 510640,China)  
In allusion to the deep foundation pit excavation with a complex environment surrounding,a method to simulate the process of foundation pit excavation is proposed considering the stability analysis of the stratum near the pit lines.By combining stratum stability analysis and three-dimensional finite element analysis,it is shown that stability analysis of the stratum will be helpful in judging the slip between the rocks at the bottom of the pit,and the use of the actual stratigraphic surfaces makes the result of the numerical simulation of the deep foundation pit more realistic,which can verify the feasibility of the method and also provide some new ideas for the analysis of the deep foundation pit excavation.
【CateGory Index】: TU753
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【Citations】
Chinese Journal Full-text Database 7 Hits
1 SHEN Jian~1 , LI Yao-liang~2 , WANG Jian-hua~1 (1. Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, P.R.China; 2. Shanghai Foundation Engineering Company, Shanghai 200002, P.R.China);Three-dimensional Numerical Analysis of the Influence of Deep Excavation on Adjacent Viaduct Foundation[J];;2005-04
2 Gao Wenhua1, Shen Pusheng2, Yang Linde3 (1 Depatment of Civil Engineering,Xiangtan Polytechnic University, Xiangtan 411201 China) (2 College of Civil Engineering,Hunan University, Changsha 410082 China) (3 Depatment of Geotechnical Engineering,Tongj;INFLUENCE FACTORS ON GROUND DEFORMATION DURING EXCAVATION[J];Chinese Journal of Rock Mechanics and Engineering;2002-08
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4 YING Hongwei1,GUO Yue2 (1. MOE Key Laboratory of Soft Soil and Enviromental Geotechnical Engineering,Zhejiang University,Hangzhou,Zhejiang 310058,China;2. Hanjia Design Group Co.,Ltd.,Hangzhou,Zhejiang 310005,China);THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS FOR EFFECTS OF STEP CONSTRUCTION ON DEEP SOFT SOIL FOUNDATION PITS[J];Chinese Journal of Rock Mechanics and Engineering;2008-S2
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 TANG Mei-fang,GONG Quan-mei(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China);Study on Subway Station Displacement Affected by Construction of Top-down Additional Floors[J];Chinese Journal of Underground Space and Engineering;2007-02
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4 TANG Sheng-yuan1,CHEN Zheng-zhou1,HE Dong-lin2(1.Department of Earth science,Nanjing University,Nanjing 210093,China;2.Shangdong Zhengyuan Construction Engineering Co.,Ltd,Ji′nan 250000,China);FEM Analysis of Pit Supporting with Concrete Core Cement-Soil Mixed Pile[J];Journal of Disaster Prevention and Mitigation Engineering;2007-02
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6 LUO Yi1, WANG Jian-hong2,WANG Quan-feng1,XU Yu-e1 (1.College of Civil Engineering,Huaqiao University,Quanzhou 362021,China;2.Special Economic Zone Project Construction Company, Xiamen Housing Group, Xiamen 361003,China);FEM Analysis of Pit retaining System with Double-Row Piles on Deep Excavation Using Plaxis[J];Construction & Design for Project;2009-11
7 LIANG Qiu-min1,WANG Zhi-wei 2,FU Jian-jun3(1.GCCD Engineering Consulting & Supervision Co.,Ltd,Guangzhou 510620,China2.College of Science & Technology,Jinan University,Guangzhou 510632,China3.The Institute of Rock and Soil Mechanics Chinese Academy of Sciences,Wuhan 430071,China);Three-Dimensional Numerical Simulation with Double-row Pile Based on the Effect of Pile-soil Contact[J];Journal of Jiaying University;2008-06
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9 WANG Yuheng1,DONG Bichang2,FENG Xiaola3,ZHENG Quanping1 1.The Third Research Institute of Engineering Corps Department,General Staff Department of PLA,Luoyang 471023,Henan Province,China 2.School of Transportation,Wuhan University of Technology,Wuhan 430070,China 3.Faculty of Engineering,China University of Geosciences(Wuhan),Wuhan 430074,China;Influencing Factors of Retaining Structure with Double-row Piles[J];Science & Technology Review;2009-14
10 YANG Qing-nian1,YIN Xiao-qing1,ZHANG Hui-miao2(1.Department of Civil Engineering, Nanyang Institute of Technology, Nanyang 473004, China;2.China Construction Seventh Engineering Bureau the Fourth Co. LTD, Zhengzhou 450000, China);THREE-DIMENSIONAL NUMERICAL ANALYSIS OF THE FOUNDATION PIT[J];Journal of Nanyang Institute of Technology;2009-04
China Proceedings of conference Full-text Database 1 Hits
1 LI Jin-jun,WANG Wei-dong,DI Guo-en,WU Jiang-bin (East China Architectural Design Institute,Shanghai 200002,China);Analysis of the influence of excavation engineering on additional deformation of adjacent buildings[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
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