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《Rock and Soil Mechanics》 2001-03
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Study on bearing capacity and failure of uplift pile

HE Si-ming (Building Institute of 19MCC Panzhihua 617023 China)  
 On the basis of the field and laboratory tests the failure surface formula of soil surrounding uplift pile was presented and it is found out that all the previous assumptions on variety of failure surface models of uplift pile are only the especial examples of the proposed model. The limiting bearing capacity of the uplift pile was studied and an etremum principle was present- ed.
【CateGory Index】: TU473.1
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【References】
Chinese Journal Full-text Database 10 Hits
1 HE Si-ming;Study on Bearing Capacity of Uplift Anchor Foundation[J];Underground Space;2002-02
2 LI Yu-shu , GAO Guang-yun , LING Hui (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China);Gray Prediction Method for Uplift Ultimate Bearing Capacity of Single Pile[J];;2005-02
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5 ZENG Er-xian1,WANG Kai-ming1,LIAO Wen-wei1,YIN Peng2(1.Central Southern China Electric Power Design Institute,Wuhan 430071,China; 2.China Power Engineering Consulting Group Corporation,Beijing 100120,China);A New Method for Calculating the Uplift Ultimate Capacity of Undisturbed Soil Foundation[J];Electric Power Construction;2010-06
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8 JIAO Yan-xia WANG Guo-tao;The development of the research on pre-stressed uplift pile[J];Shanxi Architecture;2009-36
9 CHEN Juan (Key Laboratory of Road and Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 201804,China);An Analysis of Influential Factors for Ultimate Pullout Capacity of Uplift Pile on Soft Ground[J];Journal of East China Jiaotong University;2009-06
10 JIANG Juan;Analysis of tension piles expand at the end applied in soft soil[J];Shanxi Architecture;2010-09
【Co-citations】
Chinese Journal Full-text Database 8 Hits
1 HE Si-ming;Study on Bearing Capacity of Uplift Anchor Foundation[J];Underground Space;2002-02
2 Huang Jingmei~(1,2),Xu Youfei~3,He Jiangda~1,Fu Wenxi~1;Analysis of Reinforcement for Slope Unstable Rock by Distributed Stress Type Pre-stressed Anchor Cable[J];Technology of Highway and Transport;2006-04
3 DING Peimin 1 ,XIAO Zhibin 1 ,ZHANG Qilin 2 ,QIU Tao 1 (1.Architecture Design and Research Institute,Zhejiang University,Ha ngzhou 310027,China;2.School of Civil Engineering,Tongji University,Shanghai 200092,Chi na);Uplift capacity of anchor plates in sand[J];Journal of Building Structures;2003-05
4 He Siming1,2,Zhang Xiaogang2,Zhu Pingyi2(1Civil Engineering College,Southwest Jiaotong University,Chengdu 610031 China)(2Chengdu Research Institute of Environment and Disaster in Mountationous Regions,The Chinese Academy of Sciences,Chengdu 610041 China);DEFORMATION ANALYSIS OF DEEP BURIED ANCHOR PLATE UNDER HORIZONTAL LOAD[J];Chinese Journal of Rock Mechanics and Engineering;2004-01
5 LIU Kai-fu1,XIE Xin-yu1,ZHANG Ji-fa1,ZHENG Lin2,ZHU Xiang-rong1 (1.Insititute of Geotechnical Engineering, Zhejiang University, Hangzhou 310027, China; 2. Shanghai Municipal Engineering Design Institute, Shanghai 200092, China);Study of pullout bearing capacity of diving dry-vibrated compacted and anti-pull stone column[J];Rock and Soil Mechanics;2004-12
6 ZHAO Lian-heng,LUO Qiang,LI Liang,DAN Han-cheng (College of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Ultimate pullout capacity of horizontal rectangular plate anchors[J];Chinese Journal of Geotechnical Engineering;2009-09
7 ZHAO Lian-heng,LI Liang,YANG Xiao-li,DANG Han-cheng,ZOU Jin-feng(School of Civil and Architectural Engineering,Central South University,Changsha 410075,China);Calculating method of upper bound for ultimate pullout capacity of vertically loaded strip plate anchors based on nonlinear Mohr-Coulomb failure criterion[J];Journal of Central South University(Science and Technology);2009-05
8 ZHAO Lian-heng, LUO Qiang, LI Liang, DAN Han-cheng, LIU Xiang (School of Civil and Architectural Engineering, Central South University, Changsha 410075, China);Ultimate pull-out capacity of strip anchor plates with upper bound theorem[J];Rock and Soil Mechanics;2010-02
【Co-references】
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3 WU Huaizhong1,WANG Ruheng1,2,ZHANG Guifu3,GUO Wen1,JIA Bin1(1.South West University of Science and Technology,Mianyang 621010,China;2.Chongqing University,Chongqing 430045,China;3.Shandong Linyi Water Conservancy and Electricity Survey and Designing Institute of Shandong Produce,Linyi 266000,China);The stress and strain connection and mathematic model for soil and structure interfaces[J];Sichuan Building Science;2007-05
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9 HE Si-ming;Study on Bearing Capacity of Uplift Anchor Foundation[J];Underground Space;2002-02
10 WANG Zhong wei et al(22);Calculation of Active Soil Pressure Based on Unloading and Deformation[J];Underground Space;2003-01
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 HE Si-ming,WANG Quan-cai(Chengdu Research Institute of Environment and Disaster in Mountainous Regions Chinese Academy of Science,Chengdu 610041);Problems of the Study on Mechanism of Anchor Cable[J];Chinese Journal of Underground Space and Engineering;2006-01
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 LI Sen1 , TANG Meng-xiong2 , CHEN Shu-hui1 (1. College of Engineering, Sun Yat-sen University, Guangzhou 510275, China;2. Guangzhou Institute of Building Science, Guangzhou 510440, China);APPLICATION OF GRAY SYSTEM THEORY MODIFIED WITH BUFFER OPERATOR TO DETERMINE ULTIMATE BEARING CAPACITY OF SINGLE PILE[J];Engineering Mechanics;2008-S1
4 JIANG Jian-ping1,GAO Guang-yun2,LIU Wen-bai1(1.College of Ocean Environment and Engineering,Shanghai Maritime University,Shanghai 200135,China;2.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China);APPLICATION OF RICHARDS MODEL IN THE FITTING OF UPLIFT LOAD VERSUS UPLIFT DISPLACEMENT CURVE OF BELLED PILE[J];Engineering Mechanics;2009-05
5 TANG Shu-ming~1,RAO Xiao-yu~2,ZHANG Yong-xing~2;Anchorage Invalidation Models of Highway Slope and Influencing Factors[J];Technocogy of Highway and Transport;2005-05
6 LI Sen1,TANG Meng-xiong2(1.College of Engineering,Sun Yat-sen University,Guangzhou 510275,P.R.China;2.Guangzhou Institute of Building Science,Guangzhou 510440,P.R.China);Contrast Analysis on Prediction Models for Load-displacement Curve of Uplift Pile[J];Chinese Journal of Underground Space and Engineering;2009-04
7 ZHANG Jin-li1,RUAN Xiao-zheng1,CAI Gui-lin2(1.State Key Laboratory of Coastal and Offshore Engineering,School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China;2.Fushun Petrochemical Corporation Division,Fushun 113008,China);Numerical Analysis of Behavior of Uplift Resistance of Piles with Enlarged Base[J];Journal of Disaster Prevention and Mitigation Engineering;2009-06
8 Jia Qi;Analysis on Load-transfer Characters of Uplift Piles under Tensile Loading Based on Hyperbolic Model[J];Urban Roads Bridges & Flood Control;2009-12
9 Sun Xiaoli1,2 Tang Mengxiong2 Zhou Zhiguo2 (1. Guangdong Hualu Transportation Science and Technology Limited Company,Guangzhou 510420,China; 2. Guangzhou Institute of Building Science,Guangzhou 510440,China );AN ELASTIC-PLASTIC ANALYTICAL CALCULATION OF DEFORMATION OF THE TENSION PILES[J];Industrial Construction;2010-03
10 LIU Wen-bai,LI Xiao-qiang(College of Ocean Environment and Engineering,Shanghai Maritime University,Shanghai 201036,China);Indoor Experimental Study and Numerical Simulation on the Pile-bucket Foundation under Uplift Loading[J];Chinese Journal of Underground Space and Engineering;2009-S2
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1 Li-sen~1 Tang Meng-xiong~2 Chen Shu-hui~1 (1.College of Engineering,Sun Yat-sen University,Guangzhou 510275,2.Guangzhou Institute of Building Science,Guangzhou,510440);Application of Gray System Theory Modified by Buffer Operators to Determining Ultimate Bearing Capacity of Single Piles[A];[C];2007
2 ZENG Xian-ming, DUYun-he, FANJun-qi, LIANG Shi-fa, XIAO Ling, LI Shi-min (The 3rd Scientific Research Institute of the Engineering Corps, Headquarters of the General Staff of PLA, Luoyang 471023, China; East China Jiaotong University, Nanchang 330013, China; Engineering Scientific Research and Design Institute of Chengdu Army, Chengdu 650031, China);DISCUSSION ON EVOLUTIONARY LAW,ATTENUATING CHARACTERISTIC AND CALCULATING METHOD FOR THE SHEARING STRESS OF THE SECOND INTERFACE OF ANCHORAGE TYPE STRUCTURES[A];[C];2005
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