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《Shanxi Architecture》 2017-02
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Impact of deep foundation excavation upon neighborhood bridge foundation on the basis of seepage-stress coupling

Li Hongliang;Zhou Xiaohan;Shanghai Chengtie Building Science and Technology Co.,Ltd;China Railway Bridge Survey & Design Institute Group Co.,Ltd;  
The thesis studies the impact of deep foundation excavation of subway station with strong permeability stratum upon neighborhood bridge pile,uses finite element software,establishes the subway foundation model,and takes seepage-stress coupling action into consideration of deep foundation dewatering process. Results show that: the foundation excavation deformation will increase with considering foundation dewatering seepage-stress coupling rather than without considering seepage-stress coupling; the neighborhood bridge pile is easily influenced by foundation excavation and foundation dewatering,therefore,it is necessary to protect the neighborhood bridge pile in construction.
【CateGory Index】: U443.1;TU753
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【Citations】
Chinese Journal Full-text Database 4 Hits
1 YAN Yong (China Railway Siyuan Survey and Design Group Co.Ltd,Wuhan,Hubei 430063,China);Research on Seepage Stress Coupling of Metro Deep Foundation Pit[J];铁道工程学报;2011-06
2 WEI Gang1,GUO Zhi-wei2,WEI Xin-jiang1, 3,CHEN Wei-jun1, 3 (1. Department of Civil Engineering, City College, Zhejiang University, Hangzhou 310015, China; 2. Henan Transportation Research Institute Co., Ltd., Zhengzhou 450006, China; 3. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China);Analysis of coupled seepage and stress of shield tunnel launching accident in soft clay[J];岩土力学;2010-S1
3 Pei Guihong,Wu Jun,Liu Jianjun, Liang Bing (Institute of Poromechanics, Wuhan Polytechnic University, Wuhan 430023 China) (Department of Mechanics and Engineering Sciences, Liaoning Technical University, Fuxin 123000 China);NUMERICAL MODELING OF SEEPAGE-STRESS COUPLING OF DEEP FOUNDATION PIT EXCAVATION[J];岩石力学与工程学报;2004-S2
4 PING Yang , BAI Shi-wei , XU Yan-ping (Institute of Rock and Soil Mechanics the Chinese Academy of Sciences Wuhan 430071 China);Numerical simulation of seeapage and stress coupling analysis in deep foundation pit[J];岩土力学;2001-01
【Co-citations】
Chinese Journal Full-text Database 9 Hits
1 ZENG Jin;The Engineering and Technical College of Chengdu University of Technology;;Estimation of the Bottom Uplift Foundation Considered Displacement of Supporting Structure and Water Pressure[J];水利科技与经济;2018-09
2 LU Peiyi;HAN Yafei;WANG Chenghua;School of Civil Engineering,Tianjin University;;Advances on Flow-Deformation Coupling Theoretic Research of Soils[J];重庆交通大学学报(自然科学版);2018-09
3 HU Song-tao;ZHANG Yu-chi;GAO Jiang-lin;Jiangxi Hydraulic Research Institute;Jiangxi Hydraulic Safety Engineering Technology Research Center;;A Seepage Analysis of Comprehensive Reinforcement Measures of Stone Masonry Dams[J];中国农村水利水电;2018-06
4 Jin Xiaofei;Huang Yuntian;Yin Hanqing;Liang Shuting;Zhu Xiaojun;Foshan Shunde District Country Garden Property Development Co.,Ltd.;School of Civil Engineering,Southeast University;;Finite element method for seepage-stress interaction during deep foundation pit excavation[J];建筑结构;2018-S1
5 Li Shangjun;Taiyuan Geological Environment Supervision Station;;On influence of underground water on underground seepage field of slopes[J];山西建筑;2018-17
6 XU Qianshun;WANG Shuaishuai;ZHAO Chunfa;GAO Bo;CCCC Second Highway Engineering Co., Ltd.;Southwest Jiaotong University;;Mechanical Behavior Analysis of Deep Foundation Pit Construction in Urban Soft Soil Area[J];建筑施工;2018-04
7 GUO Shuangfeng;LI Ning;LIU Naifei;L Gao;Institute of Geotechnical Engineering,Xi'an University of Technology;School of Civil Engineering,Lanzhou Jiaotong University;;Surrounding rock stability analysis of large underground powerhouse under fluid-solid coupling interaction[J];西安理工大学学报;2018-01
8 Wang Guofu;Wang Qian;Lu Linhai;Li Gang;Tang Zhuohua;Jinan Rail Transit Group Co.Ltd.;School of Naval Architecture,Ocean & Civil Enginering,Shanghai Jiaotong University;;Numerical Analysis on Dewatering and Recharging of A Deep Foundation Pit of Jinan Railway[J];地下空间与工程学报;2017-05
9 Liu Naifei;Li Ning;Deng Bianyuan;Li Guofeng;Zhang Yan;Institute of Geotechnical Eingineering,Xi'an University of Technology;School of Architecture and Civil Engineering,Xi'an University of Science & Technology;;Fluid-solid Coupling Analysis of Water-riched Soil Tunnel for the Kuyu Water-transportation Project[J];地下空间与工程学报;2017-02
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Nan,HU Peng-hui(Shanghai Chang-Kai Geotechnical Engineering Co.Ltd,Shanghai 200002,China);Dewatering Design and Subsidence-monitoring of Deep Foundation Pit Adjacent to Existing Railway Line[J];铁道工程学报;2010-09
2 ZHOU Hong-bo,CAI Lai-bing,GAO Wen-jie(Shanghai Jianke Project Management Co.,Ltd.,Shanghai 200032,China);Statistical analysis of the accidents of foundation pit of the urban mass rail transit station[J];水文地质工程地质;2009-02
3 LUO Zu-jiang,LIU Jin-bao,LI Lang(College of Civil Engineering,Hohai University,Nanjing 210098,China);Three-dimensional full coupling numerical simulation of groundwater dewatering and land-subsidence in quaternary loose sediments[J];岩土工程学报;2008-02
4 HU Xin-peng~(1),SUN Mou ~(1,2),WANG Jun-lan ~(1)(1.China Railway Tunnel Joint Stock Co.,Ltd.,Nanjing 210041,China;2.Beijing Jiaotong University,Beijing 100023,China);Discussions on Criteria for Soil Reinforcement during EPB Shields' Launching & Arrival Construction in Soft Ground[J];隧道建设;2006-05
5 WEI Liang-wen~(1,2),WU Tao~(1,2),ZHANG Qing-he~(1,2)(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Geotechnical Key Laboratory,Tongji University,Shanghai 200092,China);STABILITY ANALYSIS OF SOIL BODY OF SHIELD STARTING SHAFT IN LARGE-DIAMETER SHIELD TUNNELING[J];低温建筑技术;2006-02
6 Zhao Jun, Dai Haijiao (Shanghai Tunnel Engineering Construction Co., Ltd., Shanghai 200032 China);SHIELD BREAK-IN AND BREAK-OUT TECHNIQUES IN SOFT SOIL FOR SHIELD DRIVEN TUNNEL[J];岩石力学与工程学报;2004-S2
7 QIN Ai-fang, LI Yong-he (Department of Civil Engineering, Shanghai University, Shanghai 200072, China);Application of artificial soil freezing reinforcement method to shield tunneling setting out[J];岩土力学;2004-S2
8 QIN Jian-she , ZHU Wei (Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China );Study on flowing through screw conveyor during excavation with EPB shield[J];岩土力学;2004-10
9 Li Xiaoyan (School of Civil Engineering,Hohai University, Nanjing 210098 China);FULLY COUPLING ANALYSIS OF SEEPAGE AND STRESS FOR DEEP FOUNDATION PIT BASED ON DISPLACEMENT BACK ANALYSIS[J];岩石力学与工程学报;2004-08
10 Hu Tao\+1 Feng Xiaola\+2\ Xiong Wenlin\+2\ WangYu\+2 (1.Wuhan Const.Sci Research Inst.Wuhan 430071;2.China Univ.of Geosciences,Wuhan 430074);Disucssion About the Mechamism and Quantitative Forecast of the Surface Subsidence Induced by Dewatering in Deep Foundation Pits in Wuhan Area[J];土工基础;2002-02
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