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《Chinese Journal of Underground Space and Engineering》 2012-03
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Study of Protection Scheme for Shield Tunnel Construction beneath Bridge's Pile Foundation

Huang Xinmin(Urban Mass Transit Designing Institute,China Railway Fifth Survey and Design Institute Group Co.,Ltd.,Beijing 102600,China)  
A shield tunnel within water-rich sand layers would be constructed beneath a pedestrian bridge's pile foundation in Zhengzhou' line 1 urban railway.Due to the complexity of the field surroundings,there's no extra space for the underpinning of the bridge's pile foundation.A 'jacking for the bridge's floor plus grouting for the bridge's pile' method was introduced to protect the bridge during the constructing period of the shield tunnel.In order to analyze the reliability of the protection scheme,a numerical simulation was used to simulate the construction process.Results showed that the 'jacking and grouting' method could be used to control the deformation of the bridge and improve the working condition of the shield tunnel.
【CateGory Index】: U445.55
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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 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
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4 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
5 ZHOU Guannan,ZHOU Shunhua,WANG Chunkai,SONG Tiantian(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200331,China);Influence of Shield Tunnel Construction on Short Pile Foundation-Frame Structure[J];China Railway Science;2009-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 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
2 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
3 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
4 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
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7 Yu Jianying Wei Gang(Department of Civil Engineering,Zhejiang University City College,Hangzhou 310015,China);THE STATE AND THE ART OF THE IMPACT OF UNDERGROUND TUNNEL CONSTRUCTION ON ADJACENT BUILDINGS[J];Industrial Construction;2011-09
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9 Zhao Honghua,Chen Guoxing(Institute of Geotechnical Engineering,Nanjing University of Technology,Nanjing,210009,China);Research of the Dynamic Deformation Influence of Pile Group Induced by Adjacent Shield Driving[J];Chinese Journal of Underground Space and Engineering;2012-03
10 LI Ping1,2,YANG Ting3,WANG Yi3,CHEN Yu-min1,2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;2.Geotechnical Research Institute,Hohai University,Nanjing 210098,China;3.Nanjing Municipal Design and Research Institute Co.,Ltd.,Nanjing 210008,China);Summary of heave deformation of foundation pit engineering[J];Journal of Hohai University(Natural Sciences);2010-02
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2 Jiao Weigang~(1,2),Jiang Yusheng~(1,2),Fu Xiuyong~(1,2),Huang Sha~(1,2),Ling Lijing~(1,2),Chen Yifu~3 (1.School of Mechanics and Civil Engineering,China University of Mining & Technology,Beijing 100083,China; 2.State Key Laboratory for GeoMechanics and Deep Underground Engineering,Beijing 100083,China; 3.School of Electrical Engineering,Northeast Dianli University,Jilin,Jilin 132012,China);Study on Additional Load Practical Calculation Procedure of Underground Structure due to Shield Excavation[A];[C];2011
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