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Dewatering and Drainage Design for Deep Foundation Pit Excavation

Luo Yanjian(The First Institute of Survey and Design of Railway Ministry, Lanzhou 730000)  
In this paper the design of dewatering and drainage by pipe well-points for deep foundation pit excavation of a metro station in Shenzhen city is presented. Owing to the well-distributed and uniform and unvaried soil layers in Shenzhen area, the method, thus, recommended herein would be general to a certain extent.
【CateGory Index】: TU4
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1 HU Hao-jun~(1-3),WANG Yuan-han~(1,2) (1.School of Civil Engineering and Mechanics,Huazhong University of Science & Technology,Wuhan 430074,China; 2.Hubei Key Laboratory of Control Structure,Huazhong University of Science & Technology,Wuhan 430074,China; 3.Survey and Design Institute,Beijing Military Region Air Force,Beijing 100022,China);Simulation and analysis of foundation excavation and support[A];[C];2007
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5 Fan Yunzhong~1,Xu Ming~2,Yang Liguo~3,Chen Zhiqiang~4 (1.Agriculture Committee of Zhenjiang,Zhenjiang,Jiangsu 212009,China; 2.Water Conservancy Project Management Office of Hongze Lake in Jiangsu,Hongze,Jiangsu 223100,China; 3.Geotechnical Research Institute of Hohai University,Nanjing,Jiangsu 210098,China; 4.Jiaxing Century Transportation Design Co.,Ltd.in Zhejing,Jiaxing,Zhejiang 314001,China);Bank Slope Support for Sheet Pile to Upgrade Navigation Channel[A];[C];2011
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9 GUO Haizhu~(1,2),ZHANG Qinghe~(1,2),REN Xiaofeng~(1,2),YANG Junlong~3,YANG Guanghui~3,XU Zhihua~3 (1.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092, China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;3.The Second Municipal Engineering Corporation,Shanghai 200232,China);EXPERIMENTAL STUDY OF A NEW WELDED JOINT OF STEEL DIAGONAL BRACING IN DEEP PIT EXCAVATION[A];[C];2010
10 Fu Huai~1,Long Lina~2,Li Min~1 (1 Patent Examination Cooperation Center of the Patent Office,SIPO,Beijing 100190,China; 2 Beijing Huafu Engineering Co.,Ltd.,Beijing 100013,China);Optimal design of pile-anchor combined support based on ANSYS finite element[A];[C];2013
【Co-references】
Chinese Journal Full-text Database 1 Hits
1 CHEN jie1,2,ZHU Guorong1,WANG Caihui2(1Department of Earth Science, Nanjing University, Nanjing210093,China2 Geological Survey of Jiangsu Province, Nanjing210049,China);Excel software for optimal design of well group in foundation pit[J];Hydrogeology and Engineering Geology;2003-01
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