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《Shanxi Architecture》 2007-36
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Longitudinal force analysis of Changjiang tunnel in Shanghai and its safety evaluation

MO Yi-ting WEI Xiang WU Zhen-zhi  
Combined with cross-river tunnel project in Shanghai,the article introduces the factors caused longitudinal deformation from the selection of rolling sand,liquefaction of underlying stratum and uneven settlement,and carries out longitudinal loaded analysis of the tunnel using continuous model with equivalent axial rigidity,analyzes the failure mechanism of shield tunnel,and makes some safety suggestions.
【Fund】: 国家自然科学基金资助项目(项目编号:50678135)
【CateGory Index】: U451
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【References】
Chinese Journal Full-text Database 1 Hits
1 Zhao Qiangzheng1,Li Shupeng1,Chen Changwu2,Li Hui2,Qin Shengke2(1.China Railway Siyuan Survey and Design Group CO.,LTD,Wuhan 430063,China;2.Communication Planning & Designing Institute of Xiangfan,Xiangfan 441000,China);Study on the Longitudinal Force and Deformation of River-crossing Shield Tunnel[J];Transportation Science & Technology;2009-02
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1 LIN Yong guo et al.(264);A Discussion of the Factors Effecting on Longitudinal Deformation of Subway Tunnel[J];Underground Space;2000-04
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LI Wenting1,WANG Rulu2,YU Zhankui2 (1.College of Civil Engineering,Shanghai Normal University,Shanghai 201418,China;2.Shanghai Metro Management Limited Company,Shanghai 200031,China);Analysis of shield tunnel in soft soil under partially even load[J];Sichuan Building Science;2008-05
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4 YAN Jian-ping 2 , YANG Lin-de 2 , PENG Min 1 (1.ShangHai Urban Construction Design & Research Institute, ShangHai 200011 P.R.China; 2.Department of Geotechnical Engineering, TongJi University, ShangHai 200092 P.R.China);Study on Partial Coefficients of Loads on Tunnels in Soft Soil[J];;2005-02
5 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
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9 YU Zhan-kui~\{1, 2\},HUANG Hong-wei~2,WANG Ru-lu~3,XU Ling~2,LI Wen-ting~1(1. College of Civil Engineering, Shanghai Teacher University, Shanghai 201418, China; 2. Department of Geotechnical Engineering,Tongji University, Shanghai 200092, China; 3. Shanghai Metro Management Limited Company, Shanghai 200031, China);Application of the Artificially Ground Freezing Method to Shanghai Metro Engineering[J];Journal of Glaciology and Geocryology;2005-04
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1 ;A FPGA Based ARINC429 Bus Interface Design[A];[C];2007
2 ;comparison of the gas standard installations[A];[C];2007
3 ;The design mentality synopsis of online mobilephone sale system[A];[C];2007
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6 ZHU Min,ZHANG Zhi-qiang,LI Dong-sheng,YANG Bo (School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Analysis of Longitudinal Nonuniform Settlement of Nanjing Shield Tunnels across Yangtze River[A];[C];2008
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【Co-references】
Chinese Journal Full-text Database 2 Hits
1 JU Yang1 , XU Guang-quan1 , MAO Ling-tao1 , DUAN Qing-quan1 , ZHAO Tong-shun2 (1. Lab of Fracture & Damage Mechanics of Rocks & Concrete, School of Mechanics, Architecture & Civil Engineering, Institute of Rock Mechanics & Fractals, China University of Mining & Technology, Beijing, 100083, China; 2. Guangzhou Municipal Construction Mechanization Co., Ltd. Guangzhou, 510180, China);3D NUMERICAL SIMULATION OF STRESS AND STRAIN PROPERTIES OF CONCRETE SHIELD TUNNEL LINING AND MODELING EXPERIMENTS[J];Engineering Mechanics;2005-03
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