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《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 1994-06
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The Load Tranfer Behavior of Large Diameter Cast-in-Situ Pile in Crushed Pebble Stratum

Dong Jin-rong;Lin Sheng-tian;Dai Yi -min(FuJian Architectural Design Institute)  
The paper analyzed the load transfer behavior and bearing capacity characterstics of pile based on the in-site test data of five instrumented piles. It has been shown that the crushed pebble stra-tum can be used as the bearing stratum of the large diameter cast-in -situ pile in the region of Fuzhou.
【CateGory Index】: TU473.14
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6 REN Lian-wei1,LIU Han-long2,3,ZHANG Hua-dong4,ZHENG Hao2,3(1.School of Civil Engineering,Henan Polytechnic University,Jiaozuo,Henan 454000,China;2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;3.Geotechnical Research Institute,Hohai University,Nanjing 210098,China; 4.Tianjin Huazheng Geotechnical Co.,Ltd.,Tianjin 300451,China);Bearing capacity calculation and influence factors analysis of jet grouting soil-cement-pile strengthened pile[J];岩土力学;2010-07
7 LIU Mu-feng1,2,PENG Zhen-bin1,WANG Jian-jun1,2,PENG Wen-xiang1 (1. School of Geoscience and Environmental Engineering,Central South University,Changsha 410083,China; 2. Coal Geology Bureau of Hunan Province,Changsha 410014,China);Drilling technology of bored-pile in alternating layer of hard and soft rock[J];中南大学学报(自然科学版);2010-03
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7 LI Lianxiang;LI Xianjun;School of Civil Engineering,Shandong University;Engineering Research Center of Foundation Pit and Deep Foundation,Shandong University;;Influence of squeezed branch pile bearing capacity on different numbers and positions of enlarged parts[J];山东大学学报(工学版);2016-05
8 ZHOU Jia-jin;WANG Kui-hua;GONG Xiao-nan;ZHANG Ri-hong;YAN Tian-long;Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University;Key Laboratory of Soft Soils and Geoenvironmental Engineering of Ministry of Education, Zhejiang University;ZCONE High-Tech Pile Industry Holdings Co., Ltd.;;A test on base bearing capacity of static drill rooted nodular pile[J];岩土力学;2016-09
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