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《Industrial Construction》 2003-04
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Liu Wenbai Zhou Jian(Department of Geotechnical Engineering,Tongji University Shanghai\ 200092) Mengke Temuer(Inner Monolia Electric Power Investigation Designing Institute\ Hohhote\ 010062)  
The field prototype tests have been carried out for under\|reamed piles bearing uplift loading in the loess of drought area.In these tests,uplift displacement and horizontal displacement of under\|reamed piles bearing uplift loading and horizontal loading,displacement of surface layer soil,relationship of loading and displacement were measured.The ultimate uplift bearing capacity,failure mechanism of piles were studied.It is very effective on improving ultimate uplift bearing capacity of pile to raise height of belled\|out section of under\|reamed piles.The failure mechanism of the pile is a gradual failure due to damage softening and reduction pressure softening of the soil.A theoretical model is proposed to calculate the ultimate uplift bearing capacity in the loess,and comparing the calculation results with the test data,both are basically similar,which shows to have chosen correct calculation pattern.
【Fund】: 国家自然科学基金资助项目 (批准号:5 99680 0 1);; 上海市重点学科项目资助
【CateGory Index】: TU473.1
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Chinese Journal Full-text Database 3 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 ZHANG Jie, SHANG Yue-quan, LIN Xu-wu (Department of Civil Engineering,Zhejiang University,Hangzhou 310027,China);LOAD AND DEFORMATION ANALYSIS OF PEDESTAL TENSION PILE[J];Low Temperature Architecture Technology;2004-06
3 XU Liang,WANG Weidong,SHEN Jian,HUANG Shaoming(Shanghai Xian Dai Architectural Design and Research Group Co.Ltd,Shanghai 200041,China);Analytical method of bearing capacity and its engineering application of pedestal uplift piles[J];Journal of Building Structures;2007-03
Chinese Journal Full-text Database 10 Hits
1 Fu Guoping et al (Xinhe Irrigation and Drainage Pumping Station at Heshan District Yiyang City, Yiyang 413000, China);B-Spline Function Solutions of Laterally Loaded Piles by the Biparameter Method with Composite Stiffness[J];Anhui Architecture;2009-03
2 HU Zhan-fei, ZHANG Gang , ZHOU Jian (Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China);Research on Deformation Behavior of Substratum at Water Blow-up of the Pit[J];;2005-04
3 ZHANG Shao-guo~1,WANG Xin-min~1,YAO Jian~1,TIAN Dong-mei~2 (1.School of Resources & Safety Engineering,Central South University,Changsha 410083,China;2.School of Architecture and Resource Environment Engineering, Nan Hua University,Hengyang 421001,China);Non-linear Analysis of Stability of Goaf Areas in an Underground Mine[J];Chinese Journal of Underground Space and Engineering;2005-06
4 WANG An-ming1,HUANG Zhi-quan1,LI Zhang-ming2,YANG Wen-long3(1.North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011;2.Guangdong University of Technology,Guangzhou 510640;3.Hong Kong University of Science and Technology,Kowloon,Hong Kong);Study on Design of Model Test of Dynamic Drainage Consolidation Method[J];Chinese Journal of Underground Space and Engineering;2007-06
5 TANG Fen~(1,2) ZHENG Ying-ren~1 (1.Department of Military Construction Engineering,Logistic Engineering University,Chongqing 400041,China;2.Chongqing Communications University,Chongqing 400042,China);Mechanism Analysis on Dual Reduction Factors about the Progressive Failure of Slope[J];Chinese Journal of Underground Space and Engineering;2008-03
6 YANG Yong-xin,GAO Jian-hong,FENG Yu-qin (Architecture and Civil Engineering School,UST Inner Mongolia,Baotou 014010,China);An approximate calculation of bearing capacity of two-layer foundation (first)[J];Journal of Baotou University of Iron and Steel Technology;2004-01
7 ZHANG Yanjun1,ZHANG Yanji2(1.Department of Hydraulic and Hydropower Engineering, Tsinghua University, Beijing100084,China;2.Testing Center of Jilin University, Changchun1300266,China);THE NUMERICAL ANALYSIS OF ELASTIC VISCO-PLASTIC BIOT'S CONSOLIDATION TO MARINE SOFT SOIL[J];Journal of Changchun University of Science and Technology;2003-01
8 WANG Chang-ming~1,CHEN Ying-zi~2,ZHANG Shu-hua~3 (1.College of Construction Engineering, Jilin University, Changchun130026, China;2.Zhejiang Changcheng Construction Group Company,Ltd,Hangzhou310009,China;2.College of Modern Education Technology, Changchun University of Technology,Changchun130012, China);A one-dimesional compression model considering nonlinear creep characteristics of marine soft soil[J];Journal of Jiling University (Earth Science Edition);2004-03
9 DU Zhao-cheng (Dept.of Geotechnical and Road & Bridge Engineering, Changchun Institute of Technology,Changchun 130021,China);Discussion on formula of modulus of compressibility of soil[J];Journal of Changchun Institute of Technology;2003-03
10 WANG Ming-yuan~(1,2),CHENG Zhan-lin~(1),LIN Shao-zhong~(1),CHEN Qin~(1)(1.Geotechnics Institute of Zhejiang University,Hangzhou 310027,China;2.Yangtze River Scientific Research Institute,Wuhan 430010,china;);Study on 3D Submodel Method For Stress and Deformation Analysis for High Concrete Faced Rockfill Dam[J];Journal of Yangtze River Scientific Research Institute;2005-05
Chinese Journal Full-text Database 10 Hits
1 XIE Tao,YUAN Wenzhong,JIANG Zhezhong,TIE Huixia(College of Civil Engineering,Southwest Jiaotong University,Chengdu610031,China);Pile pulling model test study of rock-socketed piles[J];Building Science Research of Sichuan;2002-04
2 JIANG Wei;Summary of Technique for the Pulling Resistant Pile and Anchor in Underground Engineering[J];Underground Space;2002-02
3 HE Si-ming;Study on Bearing Capacity of Uplift Anchor Foundation[J];Underground Space;2002-02
4 GAO Guang yun et al;Determination of Vertical Bearing Capacity of Large Diameter Belled Pile by Two Static Load Methods[J];Underground Space;2003-03
5 YUAN Deng-ping et al;Three Dimension Nonlinear Numerical Analysis of Negative Friction of Pile Side in Soft Ground[J];Underground Space;2004-04
6 DING Zhen-zhou~1,WANG Jing-lin~1,ZHENG Ying-ren~1,LI Li-sheng~2(1.Department of Architecture Engineering,Logistic Engineering University,Chongqing 400041,China;2.Branch of Aerodrome & Real Estate,Logistic Department of Air Force,Guangzhou Military District,Guangzhou 510052,China);Test Study on Anchored Bar with Expanding Ends in Expansive Soils[J];Chinese Journal of Underground Space and Engineering;2006-05
7 ZHANG Dong-liang,YANG Long-cai,WANG Bing-long(Key Laboratory for Highway and Traffic Engineering of Ministry of Education,Tongji University,Shanghai 200331,P.R.China);Experimental Analysis and Calculation of the Up-lift Resistance Bearing Capacity of Bored Cast-in-place Pile with Enlarged Bottom[J];Chinese Journal of Underground Space and Engineering;2006-05
8 ZHAO Min~1 ZHANG Yu~1 LIU Yin-li~2 (1.Department of Civil Engineering,Xi'an Technological University,Xi'an 710032,China; 2.Architectural Design Institute,Xi'an University of Architecture and Technology,Xi'an 710055,China);Analysis of Negative Skin Friction of Single Piles Considering the Time Effect[J];Chinese Journal of Underground Space and Engineering;2007-S1
9 Cui Yan et al . [;Analysis on Antifloating by Rock Bolting in Metro Station Construction[J];;1995-04
10 Jiang Yongli(Institute of Engineering Mechanics,Northern Jiaotong University.Beijing 100044);The Load Bearing Property of Large Diameter Pile Foundation with Enlarged Bottom[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1995-02
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 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
2 SU Er-wei1,JING Yan-liang2(1.Zhengzhou University of Light Industry,Zhengzhou 450002,China;2.Zhengzhou Key Construction Project Quality Supervision Station,Zhengzhou 450000,China);DISCUSSION ON THE DESIGN AND CONSTRUCTION TECHNOLOGY OF DX BUOYANCY RESISTENT PILE[J];Low Temperature Architecture Technology;2009-10
3 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
4 JIAO Yan-xia WANG Guo-tao;The development of the research on pre-stressed uplift pile[J];Shanxi Architecture;2009-36
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