Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Railway Science and Engineering》 2011-06
Add to Favorite Get Latest Update

Self-balanced loading tests for bridge pile foundation

LI Xu1,YU Ming-den1,ZHANG Ming2(1.Liouzhou-Nanning Project Departmen of China Railway 12th Bureau Group Co.Ltd,Nanning 530011,China; 2.School of Civil Engineering,Central South University,Changsha 410075,China)  
Combined with self-balancing loading test data on eight bridge piles from new Nanning to Litang railway,the position effects between osterberg cell and the self-balanced point on ultimate bearing capacity of pile were analyzed based on the location of the osterberg cell for test piles and the properties of the surrounding soil.The results show that accuracy of ultimate bearing capacity of single pile can seriously depend on whether the osterberg cell was put in the right position or not.The properties of soil around the pile also can not be ignored.The self-balance position,presented an aids,can be back-calculated by allowable bearing capacity of axial compression for single pile.
【Fund】: 中铁十二局集团有限公司项目(中铁十二局集团科[2010]45号)
【CateGory Index】: U443.15
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 3 Hits
1 GONG Weiming,DAI Guoliang, JIANG Yongsheng, XUE Guoya(College of Civil Engineering, Southeast University, Nanjing 210096,China);Theory and Practice of Self-balanced Loading Test for Pile Bearing Capacity[J];Journal of Building Structures;2002-01
2 Gong Weiming Jiang Yongsheng Zhai Jin (College of Civil Engineering, Southeast University, Nanjing, 210096);Self-balanced loading test for pile bearing capacity[J];CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING;2000-05
3 MA Ye1,WANG Tao1, 2 (1. Wuhan University of Technology, Wuhan 430070, China; 2. School of Civil Engineering, Tsinghua University, Beijing 100084, China);Experimental study on bearing behavior of super-long drilled pile with the self-balanced load test method[J];Chinese Jounal of Geotechnical Engineering;2005-03
Chinese Journal Full-text Database 10 Hits
1 DAI Guo-liang,GONG Wei-ming,Tong Xiao-dong(College of Civil Engineering,Southeast University,Nanjing 210096);Analysis of Load Transfer Mechanism of Bottom-loaded Piles and Its Verification[J];;2005-S1
2 MU Bao-gang,GONG Wei-ming,GAO Fen-fen,BAN Xiao(School of Civil Engineering,Southeast University,Nanjing 210096,China);Research on the in-situ tests between the self-balanced method and the anchor pile method[J];Journal of Transport Science and Engineering;2009-03
3 LI Zheng-chuan(China Railway Eryuan Engineering Group Co Ltd,Chongqing 400015,China);Experimental study on the pile bearing capacity under the condition of reservoir water level fluctuation[J];Journal of Railway Science and Engineering;2009-02
4 HUANG Zhi-zhong1,2(1.Chenzhou Construction Engineering Quality and Security Administration,Chenzhou 423000,China;2.School of Civil Engineering and Architecture,Central South University,Changsha 410075,China);Ultimate bearing capacity reserch of the rock-socketed cast-in-place pile in soft rock with self-balanced load test method[J];Journal of Railway Science and Engineering;2011-01
5 Leng Xichen~(1 ), Nai Lei~(2), Liu Yongping~(2) (1.Engineering Technology College,Geology University of China, Beijing 100083,China; 2.Construction Engineering College, Jilin University, Changchun 130026,China);Study on self-balancing method in bearing capacity of pile test[J];Earthquake Engineering and Engineering Vibration;2005-02
6 Dai Guoliang Gong Weiming Jiang Yongsheng (College of Civil Engineering, Southeast University, Nanjing 210096, China);Engineering Applications of A New Static Load Testing Method for Piles with Large Bearing Capacity in Bridge[J];Journal of Southeast Univwrsity(Natural Science Edition);2001-04
7 Gong Weiming Dai Guoliang Zhang Haowen(Key Laboratory of Concrete and Prestressed Concrete Structure of Ministry of Education,Southeast University,Nanjing 210096,China);Test and research on pile-end post-grouting piles technology for super-large bridge pile foundations[J];Journal of Southeast University(Natural Science Edition);2007-06
8 LIU Jie, ZHAO Can (Architecture Engineering College,Tianjin Univ.,Tianjin 300072,China);INVESTIGATE ON CONVERSION METHOD OF SELF-BALANCED PILE TEST UNDER DOUBLE LOAD CELLS[J];Low Temperature Architecture Technology;2010-10
9 Guo Jianqiang (Nanjing Metro Co..Ltd., Nanjing 210008);Trial Research on the Pile Foundation of Nanjing Metro[J];Urban Rapin Rail Transit;2005-04
10 XIE Qing-yin1 GONG Wei-ming2 TANG Jin1(1.Earthquake Administration of Yunnan Province,Kunming 650224,Yunnan,China)(2.School of Civil Engineering,Southeast University,Nanjing 210096,Jiangsu,China);Application of Self-balanced Load Testing Method of Pile Bearing Capacity in Kunming Area,Yunnan[J];Journal of Seismological Research;2007-03
【Secondary Citations】
Chinese Journal Full-text Database 4 Hits
1 Shi Peidong(Zhejiang Pan China Architects Hangzhou 310005) Lu Yi(Zhejiang Pan China Engineering Supervisory Compang Hangzhou 310005);THE OSTERBERG LOAD TEST METHOD FOR DRILLED SHAFTS AND DRIVEN PILES THE FIRST TEN YEARS[J];INDUSTRIAL CONSTRUCTION;1999-12
2 GONG Weiming,DAI Guoliang, JIANG Yongsheng, XUE Guoya(College of Civil Engineering, Southeast University, Nanjing 210096,China);Theory and Practice of Self-balanced Loading Test for Pile Bearing Capacity[J];Journal of Building Structures;2002-01
3 MA Yuangang, WANG Bangmei(Bridge Science Research Institute, China Zhongtie Major Bridge Engineering Group, Wuhan 430034, China);Equivalent Conversion of Self-Balanced Load Test Data and Application of Super Long Piles[J];Bridge Construction;2003-05
4 DAI Guo-liang1, GONG Wei-ming1, LIU Xin-liang2 ( 1. College of Civil Engineering, Southeast University, Nanjing 210096, China; 2. Jiangsu Electric Power Design Institute, Nanjing 210008, China );Experimental study of pile-soil load transfer behavior of self-balanced pile[J];Rock and Soil Mechanics;2003-06
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved