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Application of FEM to Analyzing Pile-groups Design of an Dock Structure in a Harbour

XIE Xiong-yao~(1,2),HUANG Hong-wei~(1,2),DU Jun~(1,2)(1.Department of Geotechnical Engineeering,Tongji Unviersity,Shanghai,200092;2.Key Laboratory of Geotechnical Engineering,Tongji University,Shanghai,200092)  
Pile foundation in the dock structure project has a complex stress character,which is a typical passive pile-soil interaction problem.This paper presents a numerical method to simulate and studies the stress and distortion of pile-soil interaction by finite element method(FEM).Some comparison researches of some sections have been done.The results reflect properly the stress-strain character of pile foundation in the dock structure.This paper sums up some rules about the pile-soil interaction in the dock structure.
【Fund】: 上海市科委基金资助项目(No.03DZ12039)
【CateGory Index】: U656.1;
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