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《Chinese Journal of Underground Space and Engineering》 2006-05
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Experimental Analysis and Calculation of the Up-lift Resistance Bearing Capacity of Bored Cast-in-place Pile with Enlarged Bottom

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)  
In order to understand float resisting mechanism and its characteristic a test on the bored cast-in-place pile with enlarged bottom and up-lift resistance pile with equal section is carried out.It is found that the bored cast-in-place pile with enlarged bottom can improve the float resisting capability to a great extent.Through the test,the suffering force mechanism and up-lift disciplinarian are discussed.Based on the float resisting mechanism and the existed formula,the calculation for up-lift resistance bearing capacity of bored cast-in-place pile with enlarged bottom in the deep foundation of soft clay area is obtained.It extends the use of the bored cast-in-place pile with enlarged bottom in the deep foundation of soft clay area.
【CateGory Index】： TU473.16
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【References】
Chinese Journal Full-text Database 2 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 Ye Liang Ying (Branch Company in Xiamen of Jiangsu Times Architectural Design Co.,Ltd 361000);The Design of Set-into-rocked manaul holing Uplift Piles with Enlarged Bottom for a Basement[J];Fujian Architecture & Construction;2009-08
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Gao Guangyun et al.;Vertical Bearing Behaviour of Manually Excavated Belled Pile[J];Geotichnical Investigation and Surveying;2002-01
【Co-citations】
Chinese Journal Full-text Database 7 Hits
1 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
2 GAO Guang-yun1,GUO Xing-yu1,FENG Shi-jin1,LOU Rong-xiang2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Shanghai Guanglian Construction Development Co.Ltd,Shanghai 200438,China);Numerical Simulation of Vertical Bearing Behavior of Belled Pier Ended on the Coarse Sand[J];Chinese Journal of Underground Space and Engineering;2007-02
3 FENG Shi-jin1,2,GAO Guang-yun1,2,GUO Xing-yu1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China);Effect of Dimensional Variation on Vertical Bearing Behavior of Large Diameter Belled Pier[J];Chinese Journal of Underground Space and Engineering;2008-05
4 Peng Baixing,Wang Xinghua;Research on the Baring of Large Diameter Belled Pile in Sandy Cobble Layer[J];Urban Geotechnical Investigation & Surveying;2006-01
5 Jiang Jianping et al.;Behavior of Load Transfer of Large Diameter Belled Pier in Sandy Cobble Layer[J];Geotechnical Investigation and Surveying;2003-05
6 Liang Renwang~1,Li Jianjun~(1,2),Guo Yin~3,Yu Yuanpeng~4,Fan Chunyi~5,Ma Kesheng~1(1 College of Civil Eng.,Taiyuan Uni.of Technology,Taiyuan 030024,China;2 School of Civil Eng.,North Uni.of China,Taiyuan 030051,China;3 China of Geotechnical Investigation and Surveying,Beijing 100007, China;4 Zhongxu Architecture Design Co.,Ltd.,Beijing 100044,China;5 Jinshi Architecture Foundation Co.,Ltd.of Shanxi,Taiyuan 030012,China);Test on characteristics of post-grouting pile with branches and plates in collapsible loess[J];Building Structure;2008-10
7 HU Qinghong,XIE Xinyu(College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China);Experimental study on bearing capacity behavior of deep large diameter cast-in-place belled pile[J];Journal of Building Structures;2009-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZENG Guo-ji et al;Analysis on Present Situation of Anti-floating Technology Application[J];Underground Space;2004-01
2 YUAN Zheng-ru(Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.Nanjing 210007,China);Problems in Design of Anti-uplift in Underground Engineering[J];Chinese Journal of Underground Space and Engineering;2007-03
3 WANG Xiao-li(The First Railways Survey and Design Institute,Lanzhou 730000,China);Research on the anti-pull forces of the pedestal pile in permafrost regions[J];;2005-06
4 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
5 WANG Shi-jie , ZHANG Mei , ZHANG Ji-zhan (School of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001);ON MINDLIN STRESS FORMULAS[J];Engineering Mechanics;2001-06
6 ZHAO Ming-hua,LIU Qi-jian,CAO Xi-ren,ZOU Xin-jun(College of Civil Engineering,Hunan University,Changsha,Hunan 410082,China);EVALUATION OF VERTICAL BEARING CAPACITY OF SUPER-LONG BORED SINGLE PILE BY THE PILE HEAD SETTLEMENT[J];Engineering Mechanics;2006-02
7 GUO Hong-yu , JIA Yan-min (College of Civil Engineering,Northeast Forestry University, Harbin Heilongjiang 150040, China);DETERMINATION OF CRITICAL LOADS FOR PILES BY ENERGY METHOD CONSIDERING FROST HEAVE FORCES AND RESISTANCE TO DEFORMATION OF FROZEN SOIL[J];Engineering Mechanics;2007-07
8 CHU Wei-jiang , XU Wei-ya , SU Jing-bo (Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China);STUDY ON SOLID-FLUID-COUPLED MODEL AND NUMERICAL SIMULATION FOR DEFORMATION POROUS MEDIA[J];Engineering Mechanics;2007-09
9 CHEN Chang-fu , XIAO Shu-jun (Institute of Geotechnical Engineering, Hunan University, Changsha 410082, China);BEARING CAPACITY OF AGGREGATE PILE WITH DIFFERENT RATIO OF TENSION MODULUS TO COMPRESSION MODULUS BASED ON UNIFIED STRENGTH THEORY[J];Engineering Mechanics;2007-10
10 Liu Wenbai Zhou Jian(Department of Geotechnical Engineering,Tongji University Shanghai\ 200092) Mengke Temuer(Inner Monolia Electric Power Investigation Designing Institute\ Hohhote\ 010062);UPLIFT TESTS AND CALCULATIONS OF UNDER-REAMED PILES[J];Industrial Construction;2003-04
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 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
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Gao Guanyun(Fourth Design and Research Institute,Ministry of Machine-Building Industry 471039);CALCULATION AND MEASUREMENT OF SETTLEMENT FOR BELLED PIER BASE IN LOESS[J];;1995-01
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