Full-Text Search：
《Underground Space》 2005-04

## Three-dimensional Numerical Analysis of the Influence of Deep Excavation on Adjacent Viaduct Foundation

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 finite element method was applied in this paper to analyse the influence of deep excavation on adjacent viaduct foundation. The monitoring and the result of calculation are in good agreement, so the calculation model is reasonable. The computation result shows that the additional internal force of viaduct pile foundation caused by excavation is very small, so the technical method used in the construction could effectively controll the deformation of the excavation and reduce its influence on adjacent viaduct foundation.
【Fund】： 上海科学技术委员会资助课题(04dz12001)。
【CateGory Index】： TU753;TU43
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
 【References】
 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 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 4 JIA Jian,LUO Fa-yang(Architectural Design & Research Institute of Tongji University,Shanghai 200092,China);Deflection controlling measures of deep excavation adjacent to viaduct foundation[J];Chinese Journal of Geotechnical Engineering;2006-S1 5 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[J];Rock and Soil Mechanics;2007-S1
 China Proceedings of conference Full-text Database 1 Hits
 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
 【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 2 Yu Jianlin Gong Xiaonan (Department of Civil Engineering, Zhejiang University, Hangzhou,310027);Spatial behavior analysis of deep excavation[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;1999-01
 【Co-references】
 Chinese Journal Full-text Database 10 Hits
 1 SHI Jin-Feng , ZHANG Ying-Long (Northwestern Polytechnical University, Shanxi Xi'an 710072, China);FEM Analysis of Rock Stability on Super Section Tunnel[J];;2005-02 2 HUANG Tian-li~1 , LOU Meng-lin~1 , ZENG Xian-ming~2 (1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092; 2. The 3rd Engineering Army Institute, General Staff PLA, Luoyang 471023);Finite Element Analysis for the Filling Clay Side Walls (Slopes) Failure Pattern Based on the Simulation Model Test[J];;2005-04 3 GU Qian-yan , ZHU Xian-hui , TIAN Zhen , FEI Yong-cheng (The Ninth Design & Research Institute for Shipbuilding Industry of China, Shanghai 200063, P.R.China);Research on Self-Sustaining Retaining Stucture with Circular Thin Shell Diaphragm Wall of Super Large Diameter[J];;2005-04 4 Zhu Kui et al.;Influence of the Excavation of Deep Foundation Pit to the Neighboring Buildings[J];Geotechnical Investigation & Surveying;2004-06 5 Ding Yong Li Qian Gu Zhongwen;Application of Double ring lnner Support 120m in Diameter to Supporting of Foundation Pit for Yongjin Plaza Building[J];Construction Technology;1999-01 6 XIAO Yan~1, WANG Bo~2, WANG Guang-ming~1(1. Beijing municipal engineering institute Beijing 100037, China; 2. Fourth construction division of Beijing municipal group, Beijing 100055, China);The Top-Down Method and Construction[J];Municipal Engineering Technology;2004-06 7 Gao Wenhua1, Shen Pusheng2, Yang Linde3 (1 Depatment of Civil Engineering,Xiangtan Polytechnic University, Xiangtan 411201 China) (2 College of Civil Engineering,Hunan University, Changsha 410082 China) (3 Depatment of Geotechnical Engineering,Tongj;INFLUENCE FACTORS ON GROUND DEFORMATION DURING EXCAVATION[J];Chinese Journal of Rock Mechanics and Engineering;2002-08 8 WANG Xian-xing1,BAO Xu-fan2,GAO Qiang3(1.Shanghai Municipal Engineering Construction Development Co.,Ltd.,Shanghai,200004,China;2.Shanghai Municipal Engineering Research Institute,Shanghai 200092,China;3.Department of Urban Rail Transit and Railway Engineering,Tongji University,Shanghai 200331,China);INFLUENCE OF LARGE FOUNDATION PIT CONSTRUCTION CAUSED BY SHANGHAI SOUTH RAILWAY STATION ON ENVIRONMENT IN SHANGHAI[J];Chinese Journal of Rock Mechanics and Engineering;2005-S2 9 YING Hongwei1,GUO Yue2 (1. MOE Key Laboratory of Soft Soil and Enviromental Geotechnical Engineering,Zhejiang University,Hangzhou,Zhejiang 310058,China;2. Hanjia Design Group Co.,Ltd.,Hangzhou,Zhejiang 310005,China);THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS FOR EFFECTS OF STEP CONSTRUCTION ON DEEP SOFT SOIL FOUNDATION PITS[J];Chinese Journal of Rock Mechanics and Engineering;2008-S2 10 ZHENG Gang1,YAN Zhi-xiong1,LEI Hua-yang1,LEI Yang2(1.Department of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Institute of Foundation Engineering,CABR,Beijing 100013,China);Field observation and finite element numerical simulation analysis of effect on adjacent piles due to excavation[J];Chinese Journal of Geotechnical Engineering;2007-05
 【Secondary 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
Similar Journals
 > West-china Exploration Engineering > Low Temperature Architecture Technology > Communications Standardization > Rock and Soil Mechanics > Soil Engineering and Foundation > Building Construction > Building Technique Development > Chinese Journal of Underground Space and Engineering > Computerized Tomography Theory and Applications > Shanxi Architecture