Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Subgrade Engineering》 2012-04
Add to Favorite Get Latest Update

Influence of Pile Spacing and Pile Cap Width on Bending Moment of Pile for Pile-net Composite Foundation

LAI Wei(Wanzhou Administration Division of Urban Construction Engineering,Wanzhou 404000,Chongqing,China)  
Taking the treatment engineering by pile-net composite foundation against the deep soft soil in extra-large area at the railway station in a coastal city in Guangdong as the example,the influence of the pile spacing and the pile cap width on bending moment of the pile body is studied with FLAC3D numerical analysis software.The study findings include that the increment of pile spacing will give rise to the increment of bending moment,while the increment of pile cap width will reduce the moment;however the change of pile spacing affects the moment more significantly.
【CateGory Index】: TU473.12
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 1 Hits
1 ZHU Ming,WU Yao-zong(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Comparative Study on CFG Pile Composite Foundation of High-speed Railway Based on Site Test[J];Subgrade Engineering;2010-04
Chinese Journal Full-text Database 10 Hits
1 JIN Xiangmei~1,ZHOU Ruilin~1,XI Jinquan~2,JIA Xiangying~1,WANG Shijie~1(1.Agricultural University of Hebei,Baoding 071001,China;2.Institute of Prospect & Design,Petro-Chemical Corporation of China,Baoding 071051,China);Field test on bearing behavior of a combined-pile composite foundation[J];Sichuan Building Science;2006-06
2 LEI Yingzhan,HAO Xiao(Pingdingshan Institute of Technology,Pingdingshan 467001,China);Analysis to the cushion thickness design of CFG pile[J];Sichuan Building Science;2007-04
3 WANG Ruifang1,2,PI Juhua3(1.Department of Civil Engineering,Wuhan University of Science and Technology,Wuhan 430071,China; 2.College of Civil and Architecture Engineering,Wuhan University,Wuhan 430072,China; 3.Department of Civil Engineering,Ezhou University of Hubei,Ezhou 430060,China);Numerical analysis of stress and deformation law of long-short piles of composite foundation[J];Sichuan Building Science;2011-02
4 XU Zheng-bing~1,LIU Wei-bing~2(1.Ma'steel Group Construction Company of Limited Liability Installment Department,Maanshan 243003,China;2.Survey Design Institute of Harbour Channel,Hefei 230001,China);Ma'steel newly developed area CFG pile soft base reinforcement quality control summary[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-04
5 KONG Ding-e(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);On the method of CFG for consolidating sludge foundation[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2008-01
6 ZHU Bing-qing,LV Cheng-wei2(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.Anhui Survey and Design Institude of Construction Project,Hefei 230001,China);Test and analysis of CFG pile compound foundation in Guomao project[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2009-02
7 GUO Chengxiang HUANG Hui(Puyang Vocational and Technical College,Puyang 457000,China);Study on Settlement Calculation Method for CFG Pile Composite Foundation[J];Journal of Anyang Institute of Technology;2008-06
8 FENG Zhen1,2,WANG Lian-jun2,WANG Na1,DING Ming-ji2,LIU Sheng-chuan2 (1.Institute of Disaster Prevention Science and Technology,Yanjiao 101601,China;2.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China);A Test Study on the Axial Settlement and Bearing Capacity of CFG Piles Under Lateral Loads[J];Journal of Beijing Jiaotong University;2007-04
9 DING Guiling,WANG Lianjun,LIU Shengchuan,CHEN Xiang(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Study on Flexible Load Test of the CFG Pile Composite Foundation of High-Speed Railway[J];Journal of Beijing Jiaotong University;2009-04
10 LIU Zhi-hong(Design and Research Institute of Baotou Steel(Group) Corp.,Baotou 014010,Nei Monggol,China);Analysis on Bearing Properties of Composite Foundation with CFG Pile[J];Science & Technology of Baotou Steel(Group) Corporation;2009-05
China Proceedings of conference Full-text Database 10 Hits
1 LU Xinya~①ZHAN Song~②(①Guangzhou Dijian technology LTD.,Guangzhou 510507)(②Guangzhou highway survey,plan and design institute,Guangzhou 510507);TO AVOID DANGEROUS CONSTRUCTION—A DISCUSSION ON BASIC THEORY OF FOUDATION ISSUE[A];[C];2006
2 Fang Hui~1 Lin Ben-hai~(1-3) (1.Faculty of Construction,Guangdong University of Technology,Guangzhou 510075,China; 2.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China; 3.Research Center of Underground Engineering and Geological Hazard,Guangzhou University,Guangzhou 510006,China);Composite Foundation with long-short-rigid pile and Its Engineering Applications[A];[C];2008
3 Ren Xu (Huasen Architectural & Engineering Designing Consultants Ltd.,Shenzhen 518054, China);Karst Growth Area Ground Processing and Foundation Shaping[A];[C];2006
4 Jiang Wei~1,Huang Qingchun~2 (1 The Geotechnical Institute of Beijing Aerospace,Beijing 100071,China; 2 Beijing Municipal Development Freeway Construction & Administration Co.,Ltd.,Beijing 100071,China);Application of Ram-compacted Piles with Bearing Base in Composite Foundation of Beijing Hongfu Building[A];[C];2009
5 GUAN Da-shu 1 , YANG Guang-hua 2, 3 , TANG Jia-ming 3 1. Pearl River Hydraulic Research Institute, Guangzhou 510610, China 2. Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China 3. College of Civil and Transportation Engineering, South China University of Technology, Guangzhou 510641, China;New optimization design method on composite foundation——CM 3D high-strength composite foundations[A];[C];2011
7 Ding Mingji Wang Lianjun;Analysis on Settlement Numerical Calculation for Soft Composite Foundation and Embankment of High Speed Railway[A];[C];2007
8 LUO Jun,WEI Yong-xing,SUN Li-qin(China Railway Eryuan Engineering Group Co.Ltd.,Chengdu,Sichuan 610031,China);Application of CFG Pile in Ballastless Track Integrated Experimental Section of Suining-Chongqing Railway[A];[C];2008
9 LI Xiao-he~1 YUAN Yue~1 SHEN Yu-peng~2 (1.The Sixth Engineering Group Co.,Ltd of China Railway,Beijing 100036,China;2.Beijing Jiaotong University,Beijing 100044.China);Analyses of Effects of Application of CFG Pile in Beijing Section of Urban Mass Transit between Beijing and Tianjin[A];[C];2008
10 ZhAO Qi-hua,LI Jian-guang,SUN Jun (Institute of engineering geology,Chengdu university of technology, Chengdu 610059,China);Optimum Design Model About Composite Foundation of CFG Piles and Application[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 FAN Yan hong,WANG De hua (Sichuan Institute of Building Research,Chengdu 610081,China);Study of different computational method for stone coloumn settlement[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-02
2 QIN Jian-qing~1,YUE Jian-yong~2〖HJ〗(1.Shanghai Water & Environment Construction Co.Ltd.,Shanghai 201203,China;2.Shanghai Institute of Architectural Design & Research Co.Ltd.,Shanghai 200092,China);Study on partial factors of bearing capacity of composite foundation improved by flexible piles[J];Building Science Research of Sichuan;2005-04
3 ZHANG Da-wei~1,DU Hai-jin~1,ZHANG Gao-feng~2(1.Hebei University of Engineering,Handan 056038,China;2.Hebei Academy of Building Research,Shijiazhuang 050021,China);Reliability research on bearing capacity of deep-mixing pile composite foundation[J];Sichuan Building Science;2006-03
4 LV Xiao-qin, et al. (Investigation and Survey Research Institute, Baotou Iron and Steel Co.,Ltd,Baotou 014010,China);Discussion on the amendment of bearing capacity of composite foundation and calculation of settlement[J];Journal of Changchun Institute of Technology;2004-02
5 ZHENG Jun-jie,GUO Qiu-ju,HE Chun(School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China);Analysis of reliability and safety for bearing capacity of composite foundations of gravel piles[J];Journal of Pingdingshan Institute of Technology;2005-04
6 LI Shu-quan~1,FENG Li-jun~(1,2),DU Zhan-liang~2,SONG Lian-you~3(1.Tianjin University of Financial and Economics,Tianjin 300222,China;2.Agricultural University of Hebei,Baoding 071001;3.Cangzhou Teacher's College,Cangzhou 061001,China);Approach on load-bearing capacity of composite foundation based on support vector machine[J];Journal of Agricultural University of Hebei;2006-04
7 ZHANG Han~1,WANG Shi-jie~(1,2),FENG Lijun~1,ZHU Chang-zhi~1(1.College of Urban and Rural Construction,Agricultural University of Hebei,Baoding 071001,China;2.College of Mechanics and Civil Engineering,China University of Mining & Technology,Beijing 100083,China);Application of LS-SVM to prediction of bearing capacity of cement-flyash-gravel pile composite foundation[J];Journal of Agricultural University of Hebei;2007-01
8 ZHANG Ya-jun (Communications College liaoning Province, Shenyang 110122, China);Theory and spplication on base pile with varying rigid in layers foundation under action of horizontal loads[J];Journal of Liaoning Technical University;2003-03
9 Qin Jianqing et al.;Study on Partial Factors of Bearing Capacity for Composite Foundation Based on Method of Integrated Strength Indices[J];Geotechnical Investigation & Surveying;2005-03
10 ;Calculation Method of Bearing Capacity for Geosynthetic-Reinforced and Pile-Supported Earth Platform Composite Foundation[J];Journal of Geotechnical Investigation & Surveying;2006-07
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved