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《Chinese Jounal of Geotechnical Engineering》 2003-01
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Research on super-long pile in soft clay

ZHU Xiang rong 1,2 ,FANG Peng fei 2,HUANG Hong mian 3 (1.Ningbo Institute of Technology, Zhejiang University, Ningbo 315100,China;2.Institute of Geotechnical Engineering,Zhejiang University,Hangzhou 310027,China;3.Ruian Construction Bureau, Wenzhou 325000,China)  
In this article, the bearing capacity behavior and load transfer mechanism of super long bored pile in Wenzhou soft clay are discussed, on the basis of the static loading test and axial force test.The transferring law of axial force and the action of lateral friction resistance of the super long piles in soft clay are important to its theoretical research and technical application.
【CateGory Index】: TU473.1
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