Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Chinese Journal of Underground Space and Engineering》 2013-01
Add to Favorite Get Latest Update

Analysis of Anti-Pulling Behaviors of Pile with Branch Plates

Ke Jiang(Department of Civil Engineering and Architecture,Shaanxi University of Technology,Hanzhong, Shaanxi 723001,China)  
The pile with branch plate is a new type of pile,widely used in engineering practice recently,but the study on the pile with branch plate focuses only on its compressive behaviors,there have been fewer studies on its anti-pulling behaviors,and the theory about this type of piles has not fully developed.Using software ABAQUS,the paper has studied the anti-pulling behaviors of pile with branch plates by considering the nonlinear contact between pile and soil,the initial stress field and the nonlinearity of soil material.The analysis shows that the soil pressure imposed on the pile was the largest at the branch plate under the natural condition,when the bearing capacity of pile with branch plates reached to the limit,the axial force of pile had mutations at the upper and lower of the branch plate,the lower slope of branch plate and soil produced a separation also between pile bottom and soil,the plastic strain occurred mainly in the upside of branch plate.The research results can provide some theoretical basis for the design of the pile with branch plate.
【CateGory Index】: TU473.1
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
Chinese Journal Full-text Database 5 Hits
1 ZHANG Yan-qing1 , YUAN Hui1 , QU Zhan1,2 , GAO Hua-dong1 (1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;2. Shandong Traffic University, Ji'nan, Shandong 250023, China);EXPERIMENTAL STUDY ON THE ANTI-PULLING BEHAVIOR OF THE SQUEEZED CAST-IN-PLACE PILE[J];Engineering Mechanics;2008-S1
2 Li Guangxin Tang Fei(Department of Water Resources and Hydropowe r Engineering,Tsinghua University Beijing 100084);ANALYSIS AND RESEARCH OF TENSILE RESISTANCE FOR LOAD-CARRYING PLATE OF DX PILE[J];Industrial Construction;2005-06
3 LI Yue-hui,GAO Xiao-juan(Institute of Architecture Engineering,Henan University of Science and Technology,Luoyang 471003,China);Study on static load test comparision of squeezed branch and plate pile and straight pile[J];Journal of Henan Polytechnic University(Natural Science);2010-03
4 ZHANG Baodian1,LU Chengyuan2(1.Zhejiang Institute of Mechanical and Electrical Engineering Co.,Ltd.,310002,Hangzhou,China;2.College of Civil Engineering and Architecture,Zhejiang University of Technology,310032,Hangzhou,China);STUDY ON UPLIFT MECHANISM AND ENGINEERING APPLICATION OF DISK PILES[J];Architecture Technology;2009-09
5 HUANG Zhan-fang,LIU Yong-qiang(Shandong University of Technology,Zibo255049,Shandong,China);Experimental Study of Loading Transfer Behavior for Squeezed Branch Piles under Pulling Loading[J];Building Science;2010-07
Chinese Journal Full-text Database 10 Hits
1 LI Xue-feng,WANG Jian-guo(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Research on uplift bearing capacity of the pile-nail with field-testing and numerical sinulation[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-05
2 XU Guang-miao (Design and Research Institute of Guangzhou Metro Co.Ltd.,Guangzhou 510010,China);Three-dimensional Finite Element Analysis for the Interaction of Uplift Pile and the Metro Station Structures[J];Chinese Journal of Underground Space and Engineering;2009-03
3 Zhu Xinghai;Discussion on the Influence to Engineering Behavior of Piles with Plates Formed by Different Construction Methods[J];Geotechnical Investigation & Surveying;2008-09
4 Zhang Dehua1,Qi Wanpeng1,He Dexin2(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China; 2.Beijing Zhongkuo Foundation Technology Co.,Ltd,Beijing 100097,China);Study on property comparison of DX pile casted-in-place with various quantities of bearing bells[J];Engineering Sciences;2012-01
5 Chen Lihong1,Zhang Qinglin1,2,Yuan Xiyu1 (1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China; 2.Technology Center of China State Construction Engineering Co.,Ltd,Beijing 101300,China);Numerical analysis on uplift bearing characteristic of cast-in-situ DX pile[J];Engineering Sciences;2012-01
6 Yuan Xiyu1,He Dexin2,Chen Lihong1(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.Beijing Zhongkuo Foundation Technology Co.,Ltd,Beijing 100097,China);Discussion on formula for anti-pull bearing capacity of DX pile[J];Engineering Sciences;2012-01
7 ZHANG Yan-qing1 , YUAN Hui1 , QU Zhan1,2 , GAO Hua-dong1 (1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;2. Shandong Traffic University, Ji'nan, Shandong 250023, China);EXPERIMENTAL STUDY ON THE ANTI-PULLING BEHAVIOR OF THE SQUEEZED CAST-IN-PLACE PILE[J];Engineering Mechanics;2008-S1
8 Xu Chunhua1 Zhang Xiaodong1 Xu Xueyan2(1.Architectural Design and Research Institute,Harbin Institute of Technology,Harbin 150090,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin,150090,China);APPLICATION STUDY ON DESIGN PARAMETERS OF CAST-IN-PLACE CONCRETE SCREW PILE[J];Industrial Construction;2010-10
9 WANG Kun1,ZHANG Lian-jie2,HUA De-jun3,HOU Shi-bo4,SUN Di5(1.School of Highway,Chang'an University,Xi'an 710064,China; 2.Haiwei Engineering Construction Co.,LTD of Fhec of CCCC,Beijing 101119,China; 3.School of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201,China; 4.Bridge Branch Company,the Ninth Bureau of China Railway,Shenyang 110004,China;5.The Eighth Standard of He-Fu in Huizhou-made Beam Fiepd,Tunnel Bureau of China Railway,Huangshan 245061,China);Numerical simulation on the squeezed branch pile under vertical load[J];Journal of Transport Science and Engineering;2012-03
10 CHEN Lihong1,YUAN Xiyu1,2(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.China Construction Communications Engineering Group Corporation Limited,Beijing 100161,China);Model test of rotary multi-underreamed single pile in sand[J];Journal of Beijing Jiaotong University;2013-04
China Proceedings of conference Full-text Database 3 Hits
1 ZHANG yan-qing~1 YUAN hui~1 QU zhan~(1,2) GAO huadong~1 (1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China; 2 Shandong Traffic University.Jinan 250023,China);The Experimental Study of the Anti-pulling Behavior of the Squeezed Pile with Expanded Branches[A];[C];2007
2 KONG Ling-gang, FAN Ji-ying, WANG Zuo-zhou, ZHENG Zhong, CHEN Ren-peng, CHEN Run-min MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;Numerical analysis of response of squeezed branch piles subjected to uplift loading[A];[C];2011
3 Li Dongshuang~1,ZHUANG Shengming~2 (1.The Third Railway Survey and Design Institute Group Corporation,Tianjin 300412,China;2.Jilin University, Changchun 130026,China);State of the Art and Prospect of New Pile Technologies[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 YUAN Zhen-ru;Anti-floating Design in Underground Engineering[J];Underground Space;2004-01
2 Zhang Yanqing; Zhou Mingfang (College of Architecture and Civil Engineering, Beijing Polytechnic University, Beijing 100022 );Study on the Forming Process of Squeezed Pile[J];Journal of Beijing Polytechnic University;2001-01
3 Lu Xiaoyi (Henan Aolong Foundation Engineering Ltd. Com., Zhengzhou City, 450007);Application of Supporting-disk Pouring Pile in High Building and Its Construction Summary[J];Electric Power Construction;2004-11
4 WU Jun shuai (Henan Electric Power Survey & Design Institute,Zhengzhou 450007);Vertical Load Transmission Character and Bearing Capacity of Cast-in-Place pile with Branches & Plates[J];Electric Power Survey;2001-01
5 Li Jianjun(China Railway Engineering BeijingInvestment Co., Ltd., Beijing 100101);Design and Construction of Piles with Squeezed Flanges for Resisting Floating in Metro Projects[J];Urban Rapid Rail Transit;2007-05
6 Lu Chengyuan et al.;Test and Study on Compaction Pile with Expanded Branches and Plates[J];Geotichnical Investigation and Surveying;2001-06
7 CHEN Lun , CHANG Dong-dong , LI Guang-xin (Tsinghua University, Beijing 100084);FINITE ELEMENT ANALYSIS OF BEARING CAPACITY OF A SINGLE DX PILE[J];Engineering Mechanics;2002-06
8 JU Yu-wen , LIANG Ren-wang , BAI Xiao-hong , ZHANG Shan-yuan (Department of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China);EXPERIMENTAL STUDY OF BEARING AND DEFORMATION BEHAVIOR OF SQUEEZED BRANCH PILE AND ITS BEARING CAPACITY CALCULATION[J];Engineering Mechanics;2003-06
9 He Dexin(Beijing Zhongkuo Foundation Co.,Ltd.\ Beijing\ 100083)\ Shen Baohan(Beijing Building Construction Research Institute\ Beijing 100039);DX EXTRUDING DEVICE AND DX PILE WITH MULTI-UNDER-EXTRUDING BRANCHES[J];Industrial Construction;2001-01
10 Shen Baohan(Beijing Building Construction Research Institute Beijing 100039) He Dexin Liu Zhengliang Guo Guixia Sun Junping(Beijing Zhongkuo Foundation Co.,Ltd. Beijing 100081);DX PILE WITH MULTI-UNDER-EXTRUDING BRANCHES[J];Industrial Construction;2004-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved