Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Tunnel Construction》 2012-03
Add to Favorite Get Latest Update

Research on Displacement and Stress of Soldier Pile Structure in Foundation Pit of Metro Station in Chengdu

CHEN Zechang1,MAO Jianqiang2,LIU Jianguo1(1.Shenzhen Municipal Design and Research Institute Co.,Ltd.,Shenzhen 518026,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China)  
The geological condition of the foundation pit of a Metro station in Chengdu is very bad.The depth of the foundation pit is 23m,and the supporting structure of the foundation pit is complex.The construction of the foundation pit is monitored.3D finite element models are established,and the excavation of the foundation pit is numerically simulated by means of ABAQUS software.The comparison and contrast between the calculation results and the monitoring results shows that: 1) The horizontal displacement curves of the multi-point braced soldier piles generally present "C" shape,and the first-level bracing plays an important role in reducing the displacement of the pile head.2) The bracing plays an important role in reducing the bending moment of the piles.3) The axial force of the bracing can be affected by the neighboring bracing.4) There are differences among the calculated lateral earth pressure,Rankine active earth pressure and static earth pressure.
【CateGory Index】: U231.4
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 9 Hits
1 GAO Wen-hua;YANG Lin-de (Xiangtan Polytechnic University, Xiangtan 411201; Tongji University, Shanghai 200092);THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS OF DEFORMATION OF THE RETAINING STRUCTURE OF DEEP FOUNDATION PIT IN SOFT-CLAY[J];ENGINEERING MECHANICS;2000-02
2 Gao Wenhua Yang Linde Shen Pusheng (Xiangtan Polytechnic University) (Tongji University) (Hunan University);ANALYSIS OF FACTORS ON TIME-SPACE EFFECT OF INTERNAL FORCE AND DEFORMATION FOR RETAINING STRUCTURE OF DEEP FOUNDATION PIT UNDER SOFT SOIL[J];;2001-05
3 Yu Jianlin Gong Xiaonan (Zhejiang University);RESEARCH ON DEFORMATION OF FOUNDATION-PIT ENGINEERING[J];;2002-04
4 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
5 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
6 LAI Guan-zhou1,FANG Ying-guang2,SHI Hong-yan3(1.Guangdong Communications Industry Company,Guangzhou 510101,China;2.South China University of Technology,Guangzhou 510641,China;3.Guangdong University of Technology,Guangzhou 510640,China);Spatial mutual deformation analysis method for row of piles of deep excavation[J];Rock and Soil Mechanics;2007-08
7 TU Yu-min,YU Ya-nan(Department of Civil Engineering,Zhejiang University,Hangzhou 310027,China);3D finite element analysis of bending characteristics of passive row piles[J];Rock and Soil Mechanics;2008-02
8 HU Qi1,CHEN Yu2,KE Han1,CHEN Ren-peng1,YANG Hao1(1.Key Laboratory of Soft Soils and Geoenvironmental Engineering,Institute of Geotechnical Engineering Zhejiang University,Hangzhou 310027,China;2.Comprehensive Development of Urban Construction Office of Hangzhou Jianggan Distric,Hangzhou 310016,China);Analysis of bearing and deforming behavior of secant piles of deep foundation pit excavation[J];Rock and Soil Mechanics;2008-08
9 LUO Yao-wu1,2,LING Dao-sheng1,CHEN Yun-min1,HU Qi3,CHEN Zheng4 (1.Key Laboratory of Soft Soils and Geoenvironmental Engineering of Education Ministry,Zhejiang University,Hangzhou 310027,China;2.Yellow River Engineering Consulting Co.,Ltd.,Zhengzhou 450003,China;3.Zhejiang University of Technology,Hangzhou 310014,China;4.East China Electric Power Design Institute,Shanghai 200063,China);Mechanical and deformation characteristics of enclosure structure for annular extra-deep excavation[J];Rock and Soil Mechanics;2011-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 YANG You-fa~(1,2),WANG Yi-gong~1(1.Faculty of Civil Engineering, Chongqing University,Chongqing400044,China;&the Environmental Disaster Control Engineering,Ministry of Education,Chongqing University,Chongqing400044,China);The influence of excavating slope to building at the bottom of the slope[J];Building Science Research of Sichuan;2004-03
2 XU Yi-he(School of Architecture & Civil Engineering,Yangzhou University,Yangzhou 225009,China);Analysis on the pit excavation and supporting technology[J];Building Science Research of Sichuan;2005-06
3 ZENG Lü-xian~(1,2),PAN Hong~2(1.Hunan Institute of Science and Technology,Yueyang 414006,China;2.China South China University of Technology,Guangzhou 510640,China);Application of ANSYS in the ring beam retaining structure of deep foundation pit[J];Sichuan Building Science;2006-04
4 ZHU Lei1,2,KONG Sili3,HONG Baoning1,2(1.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hehai University,Nanjing210098,China; 2.Geotechnical Research Institute,Hehai University,Nanjing210098,China;3.School of Civil Engineering & Architecture,Guizhou University,Guiyang550003,China);Numerical simulation for the pit of different retaining structures using ANSYS software[J];Sichuan Building Science;2009-01
5 ZENG Lüxian1,2,PAN Hong2,XIAO Sixi1(1.Department of Civil Engineering,Hunan Institute of Science and Technology,Yueyang 414006,China;2.Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China);Analysis on behavior of ring beam retaining structures of deep foundation pit[J];Sichuan Building Science;2009-03
6 LI Yinduo1,LIN Xuming2,FAN Wei3(1.College of Architecture & Environment,Sichuan University,Chengdu 610065,China;2.Chengdu Metro Corporation,LTD,Chengdu 610031,China;3.Sichuan Institute of Building Research,Chengdu 610081,China);3D finite element analysis of the excavation support of a subway station pit and the construction of the main structure[J];Sichuan Building Science;2010-02
7 WANG Yuxiang,FENG Yong,ZHENG Wenying(College of Water Conservancy and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China);Analysis on deformation of row piles under horizontal loads[J];Sichuan Building Science;2012-02
8 LI De-zhang(The department of major project construct and management of Hefei,Hefei 230001,China);Analysis of earth pressure of the secant piles support structure[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-01
9 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
10 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[J];;2005-04
China Proceedings of conference Full-text Database 10 Hits
1 ZHAO Wen~1,LI Shen-gang~1,XU Yan~(1,2),SUN Hai-xia~(1,3) (1.Northeastern University Shenyang 110004 2.Shenyang Architectural University Shenyang 110168 3.Shenyang University of Technology Shenyang 110023);Monitoring analysis of subway foundation-pit engineering stability[A];[C];2007
2 Wu Zhaoyang,Li Zhennong,Luo Diefeng,Zhang Panpan,Lu Jian (Civil Enginieering College of Hunan University,Changsha,Hunan 410082,China);Finite Element Modeling Research for the Impact of the Yuanjialing Subway Station in Changsha to the nearby buildings[A];[C];2010
3 Ding Ji-hui,Yuan Man,Zhang Qin (College of Civil Engineering Hebei University Baoding 071002,Hebei,China);THE ANALYSIS OF SPATIAL EFFECT OF SOIL PRESSURE ON CANTILEVER REAINING STRUCTURE BASED ON ELASTIC RESISTANCE METHOD[A];[C];2011
4 SHEN Jian, LI Yao-liang, WANG Jian-hua (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, P.R.China; Shanghai Foundation Engineering Company, Shanghai 200002, P.R.China);Three - dimensional Numerical Analysis of the Influence of Deep Excavation on Adjacent Viaduct Foundation[A];[C];2005
5 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[A];[C];2005
6 XIA Jian-zhong~1 LUO Zhan-you~(1,2) GONG Xiao-nan~2 (1. School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou 310023, China; 2. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China);Dewatering design and monitoring of building foundation pit nearby Qiantang River[A];[C];2008
7 SHEN Jian, LI Yao-liang, WANG Jian-hua ( Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230 , P.R.China; Shanghai Foundation Engineering Company, Shanghai 200002, P.R.China);Three - dimensional Numerical Analysis of the Influence of Deep Excavation on Adjacent Viaduct Foundation[A];[C];2005
8 SHEN Jian , WANG Jian-hua , GAO Shao-wu (Department of Civil Engineering, Shanghai JiaoTong University, Shanghai 200230, China);3-D Analysis Method of Retaining Structure of Deep Excavation Based on "M" Method[A];[C];2005
9 XU wei,SUN Min,LUO Yan-bin,LI Shao-hui (Structural Engineering Department,Tongji University,Shanghai 200092,China);Analysis on Mechanical Property of Foundation Pit and Pier Base for Large Bridge during Construction[A];[C];2006
10 REN Jian-xi~1,CHEN Xin-yan~1,LUO Jian-feng~(1,2),GAO Li-xin~1,ZHANG Kun~1,LIU Jie~1,CHI Peng~1 (1.School of Architecture and Civil Engineering,Xi'an University of Science and Technology, Xi'an 710054,China;2.Jingyuan Coal Industry Limited Company,Baiyin 730913,China);Monitoring Study of Deformation Laws of Supporting Structure of Deep Foundation Pit of Subway Station[A];[C];2007
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LUAN Mao-tian~(1,2,3), HAN Li-juan~1, NIAN Ting-kai~(1,2), KONG De-sen~1 (1.Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, ering, Dalian University of Technology, Dalian 116024, China; 3.Institute of Rock and Soil Mechanics, The Academy of Sciences of China, Wuhan 430071, China);A Simplified Analysis of Interaction of Soils and Pile in Passive State[J];Journal of Disaster Pnevention and Mitigation Engineering;2004-04
2 GAO Wen-hua;YANG Lin-de (Xiangtan Polytechnic University, Xiangtan 411201; Tongji University, Shanghai 200092);THREE-DIMENSIONAL FINITE ELEMENT ANALYSIS OF DEFORMATION OF THE RETAINING STRUCTURE OF DEEP FOUNDATION PIT IN SOFT-CLAY[J];ENGINEERING MECHANICS;2000-02
3 TIAN Hai-bo,XU-Kai(Key Laboratory of Road and Traffic Engineering,Ministry of Education,Shanghai 200092,China);FEM on Elastic Foundation and Its Extend Application to Excavation Engineering[J];Journal of East China Jiaotong University;2006-01
4 Lu Xinzheng Jiang Jianjing;Analysis for Concrete Structure Under Complex Stress Condition with Solid 65 FEA Element of ANSYS[J];Building Structure;2003-06
5 YING Hong\|wei, XIE Kang\|he, PAN Qiu\|yuan, ZENG Guo\|xi (Department of Civil Engineering, Zhejiang University, Hangzhou 310027,China);FEM analysis on time-effects of deep excavations in soft clay[J];CHINESE JOURNAL OF COMPUTATIONAL MECHANICS;2000-03
6 ZHANG Qiangyong (Geotechnical and Structural Engineering Research Centre, Shandong University, Jinan 250061, China);Application of bar system FEM for beam on elastic foundation in supporting design for a deep and large foundation pit engineering[J];Journal of Building Structures;2005-03
7 WANG Xuan,ZHAO Xing-ming,WANG Hui,CUI Li-zhong,SU Dao-wu (1.College of Hydraulic and Civil engineering,Shandong Agricultural University,Taian 271000,China; 2.College of Civil and Architectural engineering,Hefei Industrial University,Hefei 230009,China; 3.Water Supply Co.,Yantai development area, Yantai 264006,China; 4.Water Conservancy Bureau,Donge 252200,China);THE RESEARCH OF 3D MODEL TO RC STRUCTURE BASED ON ANSYS[J];Journal of Shandong Agricultural University;2004-01
8 Wang Nianxiang Wei Rulong (Nanjing Hydraulic Research Institute);A NORMALIZED STRESS-STRAIN MODEL FOR SOFT CLAYS[J];;1989-03
9 Tu Yumin; Wei Rulong (Zhejiang University) (Nanjing Hydraulic Research Institute);DETERMINATION OF THE VERTICAL BEARING CAPACITY OF BENT PILES[J];;1999-04
10 Gu Hanliang; Zhang Changquan(Shanghai Husong Civil Engineering Technique Service and Consultant Corp. )Fan Yiqun;Li Xikui;Zhong Wanxie (Stae Key Laboratory for Structural Analysis of Industrial Equipment, Dalian University of Technology);THE SPACE ANALYSIS OF FRAME BRACING STRUCTURE IN SOFT SOIL DEEP EXCAVATION USING FINITE ELEMENT SUB-STRUCTURE COMPUTTING TECHNIQUE[J];;2000-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved