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《Chinese Journal of Underground Space and Engineering》 2012-03
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Numerical Analysis of Bridge Pile Deformation Caused by Shield Tunnel Construction underneath

Peng Kun,Tao Lianjin,Gao Yuchun,Wang Feng,Huang Jun(College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China)  
Based on a typical subway shield tunneling under bridge pile foundation with considering the factors such as the actual engineering geology and hydrogeology conditions,pile load transferred from bridge structure to the pile cape,shield design and construction parameters,a numerical calculation model with FLAC3D is built to simulate whole processes of shield tunnel passing under the bridge.In terms of two different pile foundations reinforcement schemes,analysis on ground settlements and pile deformation are carried out with the 3D model.Results show that: Deflection of the pile caused by tunnel excavation and the horizontal displacement of the pile decrease with the pile and hole distance;the displacement of pile body for latter excavation is larger than that for the former excavation;Piles and bearing platforms constrain the surface subsidence.
【Fund】: 国家自然科学基金资助项目(2007CB714203);; 北京市自然科学基金;; 北京市教育委员会科技计划重点项目(KZ200910005009);; 国家“十一五”科技支撑计划(2006BAJ27B05)
【CateGory Index】: U443.15
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【Citations】
Chinese Journal Full-text Database 5 Hits
1 YANG Yong-ping,ZHOU Shun-hua,ZHUANG Li(Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University,Shanghai 200331,P.R.China);Numerical Simulation Analysis on Influence of Shield Excavation Tunnel Close to the Piles of a Building[J];Chinese Journal of Underground Space and Engineering;2006-04
2 WANG Bing-jun~1,LI Ning~2,LIU Hou-xiang~2,HAN Xuan~3,DANG Yan~4(1.Shandong University of Science and Technology,Qingdao 266510,China;2.Xi'an University of Technology,Xi'an 710048,China;3.Beijing Geotechnical Institute,Beijing 100038,China;4.Qingdao Binhai University,Qingdao 266555,China);Effects of shield tunneling on adjacent existing loaded pile foundations[J];Journal of Railway Science and Engineering;2006-03
3 LI Shu-qi,CAO Yong-hua,YE Guo-liang,KOU Xiao-qiang(CCCC-Tianjin Port Engineering Institute Co.Ltd.,Tianjin 300222,China);Numerical Analysis on Influence of Shield Tunneling to Neighboring Piles[J];China Harbour Engineering;2009-04
4 Rui Yongqin, YueZQ, TangChunan, Yang Tianhong, Lu Peiyan (Highways and Communications Eng. Dept., Changsha Comm. Univ., Changsha 410076 China) (Civil Eng. Dept., The University of Hong Kong, Hong Kong, China) (CRISR, School of Resources and Civil Eng., Northeastern University, Shenyang 110006 China) (LNM, Institute of Mechanics, CAS, Beijing 100080 China) (Guangdong Lu's Rock and Civill Eng. Llimit. Co., Guangzhou 510660 China);NUMERICAL SIMULATION ANALYSIS ON INFLUENCE OF TUNNEL EXCAVATION TYPES ON PILE FOUNDATION OF BUILDING[J];Chinese Journal of Rock Mechanics and Engineering;2003-05
5 ZHU Feng-bin1,YANG Ping2,ONG C W3(1.College of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,China;2.College of Civil Engineering,Nanjing Forestry University,Nanjing 210037,China;3.Department of Civil Engineering,National University of Singapore,Singapore 119260,Singapore);Numerical analysis on influence of shield tunnel excavation to neighboring piles[J];Chinese Journal of Geotechnical Engineering;2008-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Hong-bo 1 , HUANG Mao-song 1 , ZHUANG Ji-dong 2 , WANG Xian-chun 2 (1. Department of Geot. Engineering, Tongji University, Shanghai 200092,China; 2. The 4th Engineering Co. Ltd. of the 14th China Railway Construction Group, Linyi 276003 P.R.China);Mechanical Analysis on Construction of Shallow Tunnel Crossing Piles of Building[J];;2005-02
2 YANG Yong-ping,ZHOU Shun-hua,ZHUANG Li(Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University,Shanghai 200331,P.R.China);Numerical Simulation Analysis on Influence of Shield Excavation Tunnel Close to the Piles of a Building[J];Chinese Journal of Underground Space and Engineering;2006-04
3 YAO Ai - jun, XIANG Rui - de, HENG Chao - yang (College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China; Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, China);Dynamic Response of the Foundation Deformation of Buildings Nearby the Subway Excavation[J];Chinese Journal of Underground Space and Engineering;2007-S2
4 FU Wen-sheng1,XIA Bin1,LUO Dong-mei2(1.Guangzhou Institute of Geochemistry Academy of Sciences,Guangzhou 510640,China;2.Department of Civil Engineering,Foshan University,Foshan 528000,China);Comparison Research on the Effect of Shield Tunnel Traversing Adjacently under the Existing Pile Foundations[J];Chinese Journal of Underground Space and Engineering;2009-01
5 SUN Bin,TAO Lian-jin,ZHANG Yin-tao(Beijing University of Technology,Beijing 100124,P.R.China);Analysis on Influences of Construction of Island Form Metro Station on Adjacent Bridge Piles[J];Chinese Journal of Underground Space and Engineering;2009-01
6 Zhu Fengbin1,Yang Ping2,Lin Shuixian3(1.College of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,China;2.College of Civil Engineering,Nanjing Forestry University,Nanjing 210037,China;3.Oriental Industries Limited,Suzhou 215128,China);Research on the Influence of Shield Tunnel Excavation to Neighboring Single Pile[J];Chinese Journal of Underground Space and Engineering;2010-02
7 Zhao Honghua1,Chen Guoxing1,Ye Bin2 (1.Institute of Geotechnical Engineering,Nanjing of Technology,Nanjing 210009,China;2.Suzhou Railway Transportation Co.Ltd,Suzhou,Jiangsu 215003,China);Research on the Deformation of Single Pile Induced by Adjacent Shield Driving[J];Chinese Journal of Underground Space and Engineering;2010-04
8 Zhou Guannan1,Zhou Shunhua1,Hou Gang2,Song Tiantian3,Wang Chunkai1 (1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China;2.The 2nd Engineering Co.,Ltd.of the 13th Bureau Group of China Railway,Shenzhen 518083,China;3.Shenzhen Metro Co.,Ltd,Shenzhen 518026,China);Research on Effect of Pile Foundation Underpinning in Shield Excavation Adjacent to the Pile[J];Chinese Journal of Underground Space and Engineering;2010-04
9 Zhao Honghua,Chen Guoxing (Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing 210009,China);Influence of Shield Driving on Free Single Pile Load Carrying Capability[J];Chinese Journal of Underground Space and Engineering;2010-06
10 HE Hai-jian~1,XIANG Yan-yong~1,LIU Wei-ning~1,ZHOU Shu-ming~2 (1.School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China;2.China Railway Tunnel Survey and Design Institute,Luoyang,471009,China);Numerical Analysis of the Multiple Tunneling Effects at A Metro Station Construction on Adjacent Bridge Piles[J];Journal of Beijing Jiaotong University;2006-04
China Proceedings of conference Full-text Database 2 Hits
1 SONG Qiang-hui~(1,2),ZHAO Shang-yi~(1,2),LIU Dong-sheng~(1,3),GUO Jian-feng~1 (1.Dept.of Architecture & Civil Engineering,Logistical Engineering University,Chongqing 400041,China; 2.Chongqing Engineering Research Center for Geotechnical Hazard Prevention and Treatment,Chongqing 400041,China; 3.Chongqing Institute of Geology & Mineral Resources Survey,Chongqing 400039,China);Analysis of the interaction and influence between urban underground tunnel and adjacent structure[A];[C];2007
2 WANG Ling,ZHANG Yueming,FU Yali (Guangzhou Metro Design & Research Institute Co.,Ltd.,Guangzhou 510010 );Calculation of Vertical Safe Distance of Deeply Buried Tunnel Passing underneath Pile Foundations[A];[C];2010
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Yong-ping,ZHOU Shun-hua,ZHUANG Li(Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University,Shanghai 200331,P.R.China);Numerical Simulation Analysis on Influence of Shield Excavation Tunnel Close to the Piles of a Building[J];Chinese Journal of Underground Space and Engineering;2006-04
2 WANG Shan yong 1, TANG Chun an 1, WANG Shu hong 1, LU Pei yan 2 (1. Center for Rock Instability & Seismicity Research, Northeastern University, Shenyang 110004, China; 2. Company of Guangzhou Lushi Rock & Soil Engineering Ltd, Guangzhou 510610, C;Numerical Simulation and Research of the Influence on the Excavation of the Subway to the Bade Sedimentation[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2002-09
3 Cui Weicheng (China Ship Scientific Research Centre,Wuxi 214082);COMPUTATIONAL SIMULATION OF PROGRESSIVE FAILURE IN COMPOSITE STRUCTURES[J];ACTA MATERIAE COMPOSITAE SINICA;1996-04
4 LOU Xiao-ming , LIU Jian-hang (1. Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2. Shanghai Metro General Company,Shanghai 200031 .China);Monitoring and Analysis of Influence of Pile Foundation under High-rise Buildings on Adjacent Tunnel[J];Journal of Tongji University;2003-09
5 Zhu Hehua; Ding Wenqi;Li Xiaojun (Tongji University);CONSTRUCTION SIMULATION FOR THE MECHANICAL BEHAVIOR OF SHIELD TUNNEL AND ITS APPLICATION[J];;2000-03
6 LI Ning 1,2 , CHEN Bo 1, CHEN Fei xiong 2, ZHANG Ping 2 (1. Institute of Geotechnical Engineering, Xi′an University of Technology, Xi′an 710048, China; 2 State Key Laboratory of Frozen Soil Engineering,Lanzhou Institute of Glaciology and;Development and Application of the Austrian Software FINAL in China[J];JOURNAL OF XI'AN HIGHWAY UNIVERSITY;2000-01
7 Li Ning; Xin Youliang; Han Xuan; G Swoboda(Xi' an University of Technology, Xi'an 710048);The Simulation Back Analysis of Washington Subway's Fort-Totten Station[J];Journal of Xi'an University of Technology;1996-04
8 Zhang Zhiyong (Shanghai Urban Construction Group Corporation, Shanghai 200023);Environment impact of shield tunneling[J];Modern Tunnelling Technology;2002-02
9 Sun Jun Huang Wei (Tongj University.Shanghai 200092);AN OPTIMIZATION METHOD FOR THE ELASTOPLASTIC INVERSION OF PARAMETERS IN ROCK MECHANICS[J];Chinese Journal of Rock Mechanics and Engineering;1992-03
10 Huang Mingli 1, 2 , Tang Chun′an 1, 3 Zhu Wancheng 3 ( 1 LNM, Institute of Mechanics, The Chinese Academy of Sciences, Beijing 100080 China) ( 2 Liaoning University of Engineering and Technology, Fuxin 123000 China) ( 3 CRISR, Nor;NUMERICAL SIMULATION ON FAILURE PROCESS OF ROCK[J];CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING;2000-04
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