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《Industrial Construction》 2004-03
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FULL-SCALE TEST STUDY ON FRICTIONAL RESISTANCE AND END BEARING OF DX PILES CAST-IN-SITU

Shen Baohan(Beijing Building Construction Research Institute Beijing 100039) Chen Lun Wang Haiyan(Dept. of Hydraulic Engrg.,Tsinghua University Beijing 100084) He Dexin Sun Junping(Beijing Zhongkuo Foundation Co.,Ltd. Beijing 100083)  
Through static loading tests of full-scale model DX piles cast-in-situ, the distribution and development of the frictional resistance and the end bearing of DX piles are studied.The properties of the ratio of the frictional resistance and the end bearing to the pile head load are also discussed.
【CateGory Index】: TU473.1
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【References】
Chinese Journal Full-text Database 6 Hits
1 ZHANG Yi-jing,JIANG Li-xin,XIAO Hong-bin,ZHANG Chun-shun(Geotechnical Engineering Institute,Hunan University of Technology,Zhuzhou 412008,China);Experimental study on the critical displacement for pile foundation[J];Journal of Railway Science and Engineering;2006-04
2 Shen Baohan(Beijing Building Construction Research Institute Beijing 100039);THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J];Industrial Construction;2008-05
3 Shen Baohan(Beijing Building Construction Research Institute Beijing 100039) Qian Lihang(China Academy of Building Research Beijing 100013) Sun Junping(Beijing Zhongkuo Foundation Co.,Ltd.Beijing 100097);THE CHECKING COMPUTATIONS OF SHAFT STRENGTH OF DX PILES[J];Industrial Construction;2008-05
4 Shen Baohan(Beijing Building Construction Research Institute,Beijing 100039,China);DX PILE AND ITS SEVERAL PROBLEMS OF VERTICAL BEARING CAPACITIES[J];Industrial Construction;2009-08
5 Tang Mengxiong~(1,2) Li Sen~1 (1.Guangzhou Institute of Building Science,Guangzhou Guangdong 510440; 2.College of Engineering,Sun Yat-sen University,Guangzhou Guangdong 510275 China);Finite Element Analysis of Uplift Bearing Capacity of Squeezed Branch Pile[J];Geotechnical Engineering Technique;2008-05
6 ZHAO Ming-hua,LI Wei-zhe,SHAN Yuan-ming(Institute of Geotechnical Engineering,Hunan University,Changsha 410082,China);Study on uplift mechanism and calculation of DX pile[J];Rock and Soil Mechanics;2006-02
【Citations】
Chinese Journal Full-text Database 2 Hits
1 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
2 Chen Lun Wang Haiyan(Dept. of Hydraulic Engrg., Tsinghua University Beijing 100084) Shen Baohan(Beijing Building Construction Research Institute Beijing 100039) He Dexin Sun Junping(Beijing Zhongkuo Foundation Co.,Ltd. Beijing 100083);FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J];Industrial Construction;2004-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Zhang Dehua1,Wang Mengshu1,2(1.Beijjing Jiaotong University,Beijing 100044,China;2.China Railway Tunnel Group,Luoyang,Henan 471001,China);The application of DX rotary and squeezed pile on railway bridge engineering[J];Engineering Sciences;2009-07
2 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
3 Chen Lun Wang Haiyan(Dept. of Hydraulic Engrg., Tsinghua University Beijing 100084) Shen Baohan(Beijing Building Construction Research Institute Beijing 100039) He Dexin Sun Junping(Beijing Zhongkuo Foundation Co.,Ltd. Beijing 100083);FULL-SCALE TEST STUDY ON BEARING MECHANISM AND LOAD TRANSMISSION MODE OF DX PILES CAST-IN-SITU[J];Industrial Construction;2004-03
4 Chun Lun Wang Haiyan(Dept.of Hydraulic Engrg.,Tsinghua University Beijing 100084) Shen Baohan(Beijing Building Construction Research Institute Beijing 100039) He Dexin Sun Junping(Beijing Zhongkuo Foundation Co.,Ltd. Beijing 100083);FULL-SCALE TEST STUDY ON UNIT SHAFT RESISTANCE AND UNIT END RESISTANCE OF DX PILES CAST-IN-SITU[J];Industrial Construction;2004-03
5 Chen Lun Jiang Li Wang Haiyan(Department of Hydraulic Engineering, Tsinghua University Beijing 100084) He Dexin Sun Junping(Beijing Zhongkuo Foundation Co., Ltd. Beijing 100083);FIELD FULL-SCALE TEST STUDY ON TENSION BEARING MECHANISM OF DX PILES CAST-IN-SITU[J];Industrial Construction;2004-10
6 Jiang Li(Beijing Urban Engineering Design and Research Institute Co.,Ltd. Beijing 100037) Chen Lun(Department of Hydraulic Engineering,Tsinghua University Beijing 100084);ANALYTICAL SOLUTION FOR THE LOAD-DISPLACEMENT RELATIONSHIP OF PULLOUT DX PILE BASED ON ELASTIC THEORY[J];Industrial Construction;2006-05
7 Shen Baohan(Beijing Building Construction Research Institute Beijing 100039);THE CHARACTERISTICS OF LOAD TRANSFER OF DX PILES[J];Industrial Construction;2008-05
8 Shen Baohan(Beijing Building Construction Research Institute Beijing 100039) Qian Lihang(China Academy of Building Research Beijing 100013) Sun Junping(Beijing Zhongkuo Foundation Co.,Ltd.Beijing 100097);THE CHECKING COMPUTATIONS OF SHAFT STRENGTH OF DX PILES[J];Industrial Construction;2008-05
9 Shen Baohan(Beijing Building Construction Research Institute Beijing 100039)He Dexin Sun Junping Liu Zhenliang(Beijing Zhongkuo Foundation Co.,Ltd.Beijing 100097) Tian Zhongsheng(Shandong Zhongkuo Foundation Co.,Ltd.Jinan 250002);FACTORS AFFECTING THE VERTICALLY COMPRESSIVE BEARING CAPACITY OF DX PILES[J];Industrial Construction;2008-05
10 Shen Baohan(Beijing Building Construction Research Institute,Beijing 100039,China);DX PILE AND ITS SEVERAL PROBLEMS OF VERTICAL BEARING CAPACITIES[J];Industrial Construction;2009-08
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LI Fu-qiang, WANG Zhao (School of Civil and Architectural Engineering of Wuhan University,Wuhan 430072,China);RESEARCH ON PILE SIDE RESISTANCE[J];Low Temperature Architecture Technology;2005-03
2 Jiang Zhihe et al.;Rectification of Lateral Resistance and Tip Resistance of Rock Wedged Pile in Soft Rock[J];Geotichnical Investigation and Surveying;2002-02
3 Zhu Weidong et al.;Study on the Behavior of Bearing Capacity of Single Pile by the Soil Liquefaction[J];Geotechnical Investigation and Surveying;2003-04
4 Zhang Rongxiang et al.;Analysis on Bearing Capacity of Large Diameter Belled Pile and Settlement Deformation[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1998-04
5 Shi Feng et al.(21);Study on Bearing Capacity of Artifical Belled pile[J];GEOTICHNICAL INVESTIGATION AND SURVEYING;1999-02
6 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
7 Shen Baohan, (Beijing Building Construction Research Institute);TEST, PROSPECTING, DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS(Ⅵ)——THE THEORETICALLY ANALYTICAL METHODS OF LOAD TRANSFER IN PILE[J];Industrial Construction;1991-02
8 Shen Baohan, (Beijing Building Construction Research Institute);TEST, PROSPECTING, DESIGN AND CONSTRUCTION OF PILE FOUNDATION (Ⅶ)——EXAMPLES OF LOAD TRANSFER AND RELATION BETWEEN LOAD TRANSFER AND DISPLACEMENT[J];Industrial Construction;1991-03
9 Shen Baohan, (Beijing Building Construction Research Institute);TEST, PROSPECTING, DESIGN AND CONSTRUCTION OF PILE FOUNDATIONS(Ⅺ)——THE ALLOWABLE BEARING CAPACITY OF SINGLE PILES[J];Industrial Construction;1991-08
10 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
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 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
2 Shen Baohan~1 Wang Haiyan~2 Liu Zhenliang~3 He Dexin~3(1.Beijing Building Construction Research Institute,Beijing 100039,China;2.Shanghai Municipal Engineering Design General Institute,Shanghai 200092,China;3.Beijing Zhongkuo Foundation Co.,Ltd.,Beijing 100097,China);TEST STUDY OF DX PILE WITH FOUR BULBS AT XI'AN SXD PROJECT[J];Industrial Construction;2009-02
3 Shen Baohan(Beijing Building Construction Research Institute,Beijing 100039,China);DX PILE AND ITS SEVERAL PROBLEMS OF VERTICAL BEARING CAPACITIES[J];Industrial Construction;2009-08
4 Xu Jianzhi1,Xu Lei2,Lu Junwei2,Xing Bao2(1.Capital Construction Department,Pingdingshan Coal Company Limited,Pingdingshan 467000,Henan China; 2.Zhengzhou Uinversity,Zhengzhou 450001,China);The Application and Detecting Technology of DX Pile[J];Henan Science;2008-06
5 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
6 ZHENG Gang1,JIAO Ying2,CHAI Hao3,YIN Jin-feng4 (1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Urban Infrastructure Construction Investment Group Company Limited; 3.No.6 Institute of Project Planning and Research of Machinery Industry,Zhengzhou 450007,China;4.Tianjin Research Institute of Building Science,Tianjin 300193,China);Numerical Simulation of Particle Flow Code for Pile with Expanded Diameter under Compressive Load and Uplifting Load[J];Journal of Tianjin University;2008-01
7 LIU Yi 1,2 ,MEI Guoxiong 1,2 ,SONG Linhui 2 ,ZAI Jinmin 2 (1.College of Civil Engineering and Architecture,Nanchang Hangkong University,Nanchang,Jiangxi 330063,China; 2.College of Civil Engineering,Nanjing University of Technology,Nanjing,Jiangsu 210009,China);MANUFACTURE AND EXPERIMENTAL STUDY OF A NEW TYPE UMBRELLA-SHAPED ANTI-FLOAT ANCHOR[J];Chinese Journal of Rock Mechanics and Engineering;2009-S1
8 DONG Tian-wen1,ZHANG Ya-jun2,LI Shi-wei2,HUANG Lian-zhuang3(1.Liaoning Provincial College of Communications,Shenyang 110122,China;2.Northeastern University,Shenyang 110004,China;3.Liaoning Electric Power Survey and Design Institute,Shenyang 110016,China);Bearing capacity of screw pile group determined by inclined pull-out test[J];Chinese Journal of Geotechnical Engineering;2008-03
9 Tang Mengxiong~(1,2) Li Sen~1 (1.Guangzhou Institute of Building Science,Guangzhou Guangdong 510440; 2.College of Engineering,Sun Yat-sen University,Guangzhou Guangdong 510275 China);Finite Element Analysis of Uplift Bearing Capacity of Squeezed Branch Pile[J];Geotechnical Engineering Technique;2008-05
10 DONG Tian-wen1,2,LIANG Li2,HUANG Lian-zhuang3,WANG Ming-shu2 (1. Liaoning Provincial College of Communications,Shenyang 110202,China; 2. Northeastern University,Shenyang 110004,China; 3. Liaoning Provincial Investigation and Design Institute of Electric Power,Shenyang 110016,China);Pullout test of screw pile foundation[J];Rock and Soil Mechanics;2009-01
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 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
2 WEI Zhang-he,LI Guang-mao,HE De-xin;RESEARCH AND EXPERIMENT OF DX PILE[J];GEOLOGICAL EXPLORATION FOR NON-FERROUS METALS;2000-05
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