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《Chinese Journal of Geotechnical Engineering》 2006-S1
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Deflection controlling measures of deep excavation adjacent to viaduct foundation

JIA Jian,LUO Fa-yang(Architectural Design & Research Institute of Tongji University,Shanghai 200092,China)  
Nowadays,the development of city construction has been carried out in a three-dimensional way,and the surroundings of underground constructions have been more complex than before.It is inevitable that some deep excavations of metro stations being carried out in a complex surrounding,where all kinds of existing underground projects are adjacent,and their protection requirements are very strict.The deep excavation of South Xizang Road Station(Shanghai Metro Line No.8) is adjacent to the viaduct foundation of Shanghai Inner Ringroad.The practice of the project is used to illustrate the measures of how to control the deflection of deep excavation to protect the adjacent projects in Shanghai.
【CateGory Index】: U231.4
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【References】
Chinese Journal Full-text Database 1 Hits
1 Luo Fayang,Jia Jian(Architectural Design & Research of Tongji University,Shanghai 200092,China);Application of Frame-top-down Construction in Deep Excavation of Subway Station in Soft Clay[J];Building Structure;2008-09
【Citations】
Chinese Journal Full-text Database 1 Hits
1 SHEN Jian~1 , LI Yao-liang~2 , WANG Jian-hua~1 (1. Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, P.R.China; 2. Shanghai Foundation Engineering Company, Shanghai 200002, P.R.China);Three-dimensional Numerical Analysis of the Influence of Deep Excavation on Adjacent Viaduct Foundation[J];;2005-04
【Co-citations】
Chinese Journal Full-text Database 5 Hits
1 TANG Mei-fang,GONG Quan-mei(Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China);Study on Subway Station Displacement Affected by Construction of Top-down Additional Floors[J];Chinese Journal of Underground Space and Engineering;2007-02
2 WAN Shun1,2,MO Hai-hong1,2,CHEN Jun-sheng1,2(1.School of Civil Engineering and Transportation,South China University of Technology,Guangdong 510640,China;2.State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangdong 510640,China);Numerical analysis of the impacts of deep foundationpit excavation on neighboring buildings[J];Journal of Hefei University of Technology(Natural Science);2009-10
3 Yang Qingnian1,2 Zheng Junjie1 Ding Lieyun1 Zhang Rongjun1(1 College of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China;2 Department of Civil Engineering,Nanyang Institute ofTechnology,Nanyang 473004,Henan China);Three-dimensional numerical simulation of deep excavation adjacent to viaduct foundation[J];Journal of Huazhong University of Science and Technology(Natural Science Edition);2010-06
4 YIN Ji,GUAN Fei,LI Xiang-fan(Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);Design and analysis of a 210 m-diameter circular struted foundation pit[J];Chinese Journal of Geotechnical Engineering;2006-S1
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1 LI Jin-jun,WANG Wei-dong,DI Guo-en,WU Jiang-bin (East China Architectural Design Institute,Shanghai 200002,China);Analysis of the influence of excavation engineering on additional deformation of adjacent buildings[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 LU Xinzheng1,SONG Erxiang1,JI Lin2,SUI Feng2(1.Department of Civil Engineering, Tsinghua University, Beijing 100084,China;2.Headquarters of the Runyang Yangtze Road Bridge, Zhenjiang 212002,China);3-Dimensional FEA for the interaction between supporting structure of excavation and soil in a very deep pit[J];Chinese Jounal of Geotechnical Engineering;2003-04
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