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《Journal of Hunan University (Natural Science)》 2003-03
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Elastic-Plastic FEM Analysis of Pile-Anchor Protection in Deep Foundation Pit

LI Hao1 , ZHOU Xuhong2(1. College of Civil Enginnering,Hunan Univ, Changsha410082,China; 2. Chang'an Headmster's offfice Univ, Xi'an710064,China)  
Taking the deep foundation pit of one tall building as an example, the method of elasticplastic finite element analysis was adopted to carry out the numerical simulation on excavation and support. The results from the comparison between the calculated value and the measured one of pit's upper edge show that the method of elasticplastic finite element analysis is practical and also it can be applied to the such similar projects.
【CateGory Index】: TU473.1
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Chinese Journal Full-text Database 6 Hits
1 ;Numerical analysis of the complicated soil nail and its application in the excavation[J];Fujian Construction Science & Technology;2006-03
2 MA Ping① SHEN Ping② QIN Siqing① LIU Hongyan①(①Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029)(②Beijing Eastern Steel Structure Engineering Co.Ltd.,Beijing 100022);NUMERICAL SIMULATION OF PILE-ANCHOR AND SOIL NAILING WALL COMPOSITE SUPPORT STRUCTURE IN DEEP FOUNDATION PIT[J];Journal of Engineering Geology;2008-03
3 TENG Hai-wen1,WANG Tao1,HUO Yu-hui2,HAO Zhe3(1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;2.Asia Pacific Institute of Construction Science Information,Beijing 100044,China;3.College of Architecture and Civil Engineering,Shenyang University,Shenyang 110044,China);Three Dimension Stability Analysis of Shenyang Subway Tunnel Excavation Based on FLAC~(3D)[J];Journal of Beijing University of Technology;2009-08
4 ZHANG Lu-ming1,ZHENG Ming-xin1,HE Min2,ZHENG Yu-yuan2(1.Institute of Bridge Road Geotechnical Engineering,East China Jiaotong University,Nanchang 330013;2.Guizhou University,Guiyang 550003,China);FLAC~(3D) Numerical Simulation Analysis of Foundation Excavation and Bolting[J];Journal of East China Jiaotong University;2007-05
5 Zhao Xiangyu1, Wang Dongwei1, Wang Yan2, Hu Changyuan1 (1. School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China; 2. Department of Civil Engineering and Architecture,Henan Industry Polytechnic Institute,Nanyang 473009,Henan China);Three Dimension Stability Analysis of Foundation Excavation——Take Zhengzhou Seventh Hospital Living Quarters as an Example[J];Henan Science;2009-08
6 LIU Hong-jun1,LI Dong1,2,SUN Tao3,LIU Xiao-Li1(1.Key Lab of Marine Environmental Science and Ecology(Ocean University of China),Ministry of Education,Shandong Qingdao 266100,P.R.China;2.Geotechnical Engineering Company,East China Investigation and Design Institute,CNPC,Shandong Qingdao 266071,P.R.China;3.Qingdao Geotechnical Investigation and Surveying Research Institute,Shandong Qingdao 266032,P.R.China);Numerical Analysis on Design of Dualistic Foundation Pit with ‘End-Suspended Pile’[J];Journal of Civil,Architectural & Environmental Engineering;2009-05
Chinese Journal Full-text Database 10 Hits
1 LIU Hui1,CAI Meifeng1,ZHU Yanpeng2(1.Beijing University of Science and Technology,Beijing 100083,China;2.School of Civil Engineering,Lanzhou Univ.of Tech.,Lanzhou 730050,China);FLAC~(2D)-based numerical analysis on the design of retaining about deep excavation[J];Sichuan Building Science;2008-02
2 WU Jian-gang 1,WAN Hai-ying 2(1.Engineering Design Company Limited in Central Anhui,Hefei,230061,China; 2.Hefei University of Technology,Hefei,230009,China);ULTIMATE STRENGTH ANALYSIS ON SQUARE-TO-CIRCULAR TUBULAR JOINTS[J];Journal of Anhui Institute of Architecture;2003-03
4 ZHANG Jinmin et al;Experimental Study on Soil Stress of Holding Sheet for Supporting System of Pile[J];Underground Space;2002-01
5 MA Wan quan et al;Numerical Simulation of Dynamic Emulation on Construction Process in Yangzong Highway Tunnel[J];Underground Space;2003-03
6 YAO Yan-ming et al;Calculation and Analysis of Influence of Bottom Strengthening on Deformation of Foundation Pit for Parallel Transition Station[J];Underground Space;2004-01
7 WANG Li-ming~1 , GAO Guang-yun~1 , GUO Yuan-cheng~2 (1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092; 2. School of Civil Engineering, Zhengzhou University, Zhengzhou 450002);Calculation on Horizontal Displacement of Single Fulcrum Pile-anchor Retaining Structure[J];;2005-04
8 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[J];;2005-04
9 YAN Chun-ling~1,DING De-xing~1,CUI Zhen-dong~2,BI Zhong-wei~2(1.School of Architectural Engineering,Resources and Environment,Nanhua University,Hengyang 421001,P.R.China;2.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China);Application of FLAC in the Stability Analysis of Tieshanping Tunnel Surrounding Rock[J];Chinese Journal of Underground Space and Engineering;2006-03
10 XU Yong,YANG Ting,WANG Xin-lian(Nanjing Municipal Design and Research Institute Co.,Ltd,Nanjing 210008,China);Application of the Anchor-pile Retaining Structure in the Large Foundation Pit[J];Chinese Journal of Underground Space and Engineering;2006-04
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 TANG Xiaoli,QIAN Shanguang(College of Architecture and Art,Kunming Metalturgy College,Kunming 650000,China);Application of numerical analysis in foundation pit with compound soil nailing support[J];Sichuan Building Science;2009-02
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3 XUE Lian1,FU Yan2,LIU Xin-rong2(1.Chongqing Nan-an Construction Committee,Chongqing 400060;2.College of Civil Engineering,Chongqing University,Chongqing 400045);Study on Influence of Foundation Ditch Excavation to Adjacent Building[J];Chinese Journal of Underground Space and Engineering;2008-05
4 ZHENG Jun-jie1,LIU Xiu-min1,OUYANG Yuan-ping2,ZHANG Rong-jun1(1.Institute of Geotechnical and Underground Engineering,Huazhong University of Science and Technology,Wuhan 430074;2.Changjiang Institute of Survey,Planning,Design and Research,Changjiang Water Resources Commission,Wuhan 430010);Optimum Analysis of Large-Section Tunnel's Bolts Location by FLAC[J];Chinese Journal of Underground Space and Engineering;2009-02
5 LI Yan-qing1,2,CAI Huai-en1,XU Chong3 (1.Dept.of Geological and Environmental Engineering,Xi'an University of Science and Technology,Xi'an 710054,China;2.Huainan Mining Group,Huainan 232001,China;3.Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China);Application of FLAC3D for optimizing design of deep foundation pit support[J];Journal of Pingdingshan Institute of Technology;2007-03
6 Jin Liang Zhang Yintao(Beijing University of Technology,Beijing 100022);Numerical Simulation Study on Deformation Joints of a Subway Station[J];Urban Rapid Rail Transit;2008-03
7 XU Hong-fa1,WANG Yao-ming 2,ZHANG Ji-xiang2,CHENG Xue-xin1,WANG Guang-jian1(1.Engineering Institute of Engineering Corps,PLA University of Science & Technology,Nanjing 210007,China;2.Shanghai Civil Defense Supervision and Administration Bureau,Shanghai 200020, China);Analysis of Integrated Performance of Fabricated Exterior Wall for Civil Air Defense under Equivalent Load[J];Journal of Disaster Prevention and Mitigation Engineering;2009-03
8 HUANG Zhi-quan1,SHI Chen-xiao1,SHI Qing-zhong2, YANG Zeng-zhang3,LI Fang-fang2(1.North China university of water conservancy and electric Power,Zheng zhou 450011,China;2.Dongying Yellow River Engineering Bureau,Dongying 257000,China;3.Women's Academy at Shandong,Jinan 250300,China);Numerical Analysis of Foundation Pit With Shoring[J];Construction & Design for Project;2007-02
9 JIANG Gang (College of Civil Engineering and Architecture,Guizhou University,Guiyang 550003,China);Three-Dimensional numerical Analysis of Deep foundation Pit excavation[J];Journal of Guizhou University of Technology(Natural Science Edition);2008-01
10 SHANG Dong-xu,QI Meng,YAN Fei(North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China);Stability Analysis of Multi-struts Diaphgram Wall[J];Journal of North China Institute of Water Conservancy and Hydroelectric Power;2008-02
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