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《Chinese Journal of Underground Space and Engineering》 2006-S2
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Experiment on Stress Distribution of Inserted Foundation

PENG Li-cai~(1,2) CHANG Zhi-hua~2 PANG Rui-mao~2 (1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China; 2.Zhuhai Supervision and Inspection Station of Construction Quality,Zhuhai 519015,China)  
The bond performance between the angle steel and concrete after pull-out bond tests carried out on 57 samples is discussed.The results of laboratory tests show as follows:The frictional resistance between angle steel and concrete is primarily acting on the front end under the same small load;The bond stress increases with increase of the load.The frictional resistance which reached ultimate bearing capacity was transferred along depth.The bond stress is changed into sliding frictional resistance with increasing displacement;The front clasp effect has disappeared with adding load;the deep end stress continues enhancing for the friction is acting mostly on the deep end of angle steel.
【CateGory Index】: TU476
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Chinese Journal Full-text Database 1 Hits
1 GAO Yu-feng~1, PENG Li-cai~2, CHENG Yong-feng~3, LIU Han-long~1 (1.Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2.Zhuhai Supervision and Inspection Station of Construction Quality, Zhuhai 519015, China; 3.Electric Power Construction Research Institute State Power Corporation of China, Beijing 100055, China);Model Experiment of Pullout Behavior of Inserted Foundation[J];Journal of Disaster Pnevention and Mitigation Engineering;2004-04
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1 ZHANG Yi-fei (Division of Logistic Management, Southwest China Normal University, Chongqing 400715,China);Simple Methods of Calculating the Section Area of the Vertically-Pulled Steel in the Bending Member on the Rectangle Section of Steel Concrete[J];Journal of Chongqing Institute of Technology;2004-02
2 WANG Zhi hui 1, ZHOU Jian min 1, SONG Jian zhong 1, JIANG Zhi yu 2, YANG Zhi wei 2 (1.Structural Center, Changsha Comm.Univ., Changsha 410076, China; 2.The 5th Bureau of China Construction Company, Changsha 410004, China);A Study of Normal Section Ultimate Flexural Strength of Prestressed Reverse-Rib-Slab with Excessive Steel Bar[J];JOURNAL OF CHANGSHA COMMUNICATIONS UNIVERSITY;2000-01
3 DUAN Hong-xia,LI Zheng-liang (College of Civil Engineering, Chongqing University, Chongqing 400030,China);Capacity Design Measure in Seismic Design of RC Mega-Frame Structures[J];Journal of Chongqing University(Natural Science Edition);2004-06
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5 YANG Wu~1, ZHEN Min~2, YE He-xin~1, LOU Jun~1(1.Guangdong Research Institute of Water Conservancy and Hydropower, Guangzhou, Guangdong 510610, China;2.Feilaixia Hydro Project Administration, Qingyuan, Guangdong 511825, China);Restoring Treatment of Plumb-line SurveyingSystem in Feilaixia Hydro Project[J];Jorunal of Water Resources and Architectural Engingeering;2004-02
6 ZHA0 Bai-Dong (Architectural Engineering College, Shenyang University, Shenyang110044,China);To Determine and Investigate a Single Pile loading Capability[J];Journal of Liaoning Technical University (Natural Science Edition);2002-02
7 JIANG Li-na (Department of Civil and Architectural Engineering, Guangxi University of Technology, Liuzhou 545006, China);An analysis of causes of cracks in reinforced concrete beam and band component and preventive measures[J];Journal of Guangxi Institute of Technology;2001-03
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10 WU Yang-yang (Xi'an Ruitong Highway & Bridge Science & Technology Co.,ltd,Xi'an 710075,China);Analysis of Reasons for Bridge Crack while Open to Traffic[J];Journal of Guizhou University of Technology(Natural Science Edition);2008-03
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 JIA Jian min 1, TIAN Wen bin (1 Shanxi Electric Power Exploration and Design Institute,Taiyuan 030001,China;2 Taiyuan No.1 Thermal Power Plant,Taiyuan 030021,China);Optimum Design of Independent Iron Tower Foundation[J];Journal of Electric Power;2001-03
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