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《Chinese Journal of Underground Space and Engineering》 2006-04
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Longitudinal Settlement Forms and Structural Response of Shield Tunnel

LIAO Shao-ming~1,BAI Ting-hui~2,PENG Fang-le~1,XU Wei-lin~3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Shanghai Shentong Group Co.Ltd,Shanghai 200031,China;3.Shanghai Waigaoqiao Geological Engineering Co.Ltd,Shanghai,200087,China)  
The uneven settlement would cause additional structural deformation and internal forces to tunnel in soft ground.Four settlement forms are given according to the mass field measurements of metro tunnel in Shanghai Soft ground.Then,the additional deformation and internal forces produced by the four types of ground settlement forms are deduced based on the elastic foundation beam theory.The response law of tunnel structure under different ground settlement forms is discussed.The conclusions drawn from the theoretical deduction can serve as the base for the tunnel longitudinal design.
【CateGory Index】: U455.43
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【References】
Chinese Journal Full-text Database 2 Hits
1 CHEN Yue-feng1,2,ZHANG Qing-he1,2,ZHANG Ying1,2,ZHEN Jian3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,P.R.China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education Tongji University,Shanghai 200092,P.R China;3.Shanghai Foundation Engineering Co.,Ltd,Shanghai 200030,P.R.China);In-situ Monitoring and Analyzing on Construction of Three Closely Spaced Parallel Pipe Shield Tunnels[J];Chinese Journal of Underground Space and Engineering;2008-02
2 ZHANG Jun1,ZHANG Chixiang2(1.Parsons Brinckerhoff Engineering Technology(Beijing) Co.Ltd.,Beijing 100062,China;2.The Second Survey and Design Institute of CREC,Chengdu 610031,China);Study on Longitudinal Deformation of River-Crossing Shield-bored Tunnel Caused by Riverbed Scouring and Siltation[J];Tunnel Construction;2009-02
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Jiang Qiyuan;The Analysis of Longitudinal Deformation of Shield Tunnel in Soft Soil[J];Undergrourd Engineering and Tunmels;1999-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Li Pengcheng(The Second Engineering Co.,Ltd.of CTCE Group,Suzhou 215100,China);Study on Mechanical Behavior and Deformation of Segment Lining in Shield Driven Tunnel[J];Anhui Architecture;2008-05
2 Liao Shaomin et al.;The Latest Progress in Design and Construction of Tunneling in Soft Soil by Shield[J];Underground Space;1998-S1
3 LIN Yong guo et al.(264);A Discussion of the Factors Effecting on Longitudinal Deformation of Subway Tunnel[J];Underground Space;2000-04
4 HUANG Zhong hui et al.(268);Optimization of Segment Joint Position of Shield Tunnel in Soft Ground[J];Underground Space;2000-04
5 DING Chun lin et al.;Comparison of Calculating Methods for Internal Force of Segment Lining for Metro Shield-driven Tunnel[J];Underground Space;2001-03
6 TANG Xuan;A Study on Several Key Topics of Shield Tunnel Lining Design[J];Underground Space;2003-02
7 HUANG Zhong hui;Study on Loading Model of Joints at Longitudinal Seam of Lining Segments in Shield Tunnel[J];Underground Space;2003-03
8 LIN Zhi 1 , HU Xiang-dong 2 (1.The Second Railways Survey & Design Insitute, Chengdu 610031, China; 2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092, China);Multimedia Monitoring and Simulation System for EPB Shield Tunneling in Guangzhou 2nd Metro Line[J];;2005-02
9 YU Zhan-kui 1,2 , HUANG Hong-wei 1 , XU Ling 1 , LI Wen-ting 2 (1. Department of Geotchnical Engineering, Tongji University, Shanghai 200092 P.R.China; 2. College of civil engineering, Shanghai Normal University, Shanghai 201418 P.R.China);A Survey of the Designing Methods for Shield Tunnel in Soft Soil[J];;2005-02
10 WANG Li-feng,SUN Shu-lin,CAO Ji-ping (Dept.of Geological and Geotechnical Engineering of Hohai University,Nan jing,210098);Prediction of Ground Deformation During Tunnel Excavation by ANN[J];Chinese Journal of Underground Space and Engineering;2005-05
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Liao Shaomin et al.;The Latest Progress in Design and Construction of Tunneling in Soft Soil by Shield[J];Underground Space;1998-S1
2 Qian Qihu;The Fourth Wave of Geotechnology[J];UNDERGROUND SPACE;1999-04
3 LIN Yong guo et al.(264);A Discussion of the Factors Effecting on Longitudinal Deformation of Subway Tunnel[J];Underground Space;2000-04
4 CHEN Yong et al. [;Mechanism of Seepage Emergence in Regional Tunnel of Shanghai Metro[J];Underground Space;2001-01
5 DING Chun lin et al.;Comparison of Calculating Methods for Internal Force of Segment Lining for Metro Shield-driven Tunnel[J];Underground Space;2001-03
6 HUANG Hong wei et al.;Research and Analysis on Longitudinal Deformation Characteristics of Shield Tunnel[J];Underground Space;2002-03
7 ZHOU Jian;Current Situation of Research on Earthquake Resistance of Subway and Underground Structures in Soft Soil[J];Underground Space;2003-02
8 LIU Xue shan;Analysis and Study of Longitudinal Earthquake Resistance of Shield Tunnel[J];Underground Space;2003-02
9 XU Jiang et al;Study on the Interaction between Underground Excavation and Foundation of High-rise Building[J];Underground Space;2004-04
10 YU Zhan-kui 1,2 , HUANG Hong-wei 1 , XU Ling 1 , LI Wen-ting 2 (1. Department of Geotchnical Engineering, Tongji University, Shanghai 200092 P.R.China; 2. College of civil engineering, Shanghai Normal University, Shanghai 201418 P.R.China);A Survey of the Designing Methods for Shield Tunnel in Soft Soil[J];;2005-02
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 YUAN Hua1,2,ZHANG Qing-he1,2,ZHAO Fei1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092 P.R.China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092 P.R.China);Determination of Excavation Moment of Parallel Large Diameter Tunnel and Cross Passage[J];Chinese Journal of Underground Space and Engineering;2009-05
2 YE Ji-quan~1,GAO Yong~1,XU Yuan~2,LI Jun-cai~1,3,ZHANG Zhi-cheng~1(1.Nanjing Nanda Geotechnical Engineering Co.,Ltd.,Nanjing 210008,China;2.Nanjing Subway Limited Liability Company,Nanjing 20008,China;3.College of Civil Engineering of Nanjing University of Technology,Nanjing 21009,China);Discussion of Warning Technology of Deep Pit Supporting Structures[J];Building Science;2009-11
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 Liao Shaomin et al.;The Latest Progress in Design and Construction of Tunneling in Soft Soil by Shield[J];Underground Space;1998-S1
2 Jiang Qiyuan;The Analysis of Longitudinal Deformation of Shield Tunnel in Soft Soil[J];Undergrourd Engineering and Tunmels;1999-04
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