Pile-soil interaction in layered soil media

A semi-analytical numerical method for pile-soil interaction analysis in layered soil is proposed in this thesis. The proposed method combines the finite layer method for modelling the elastic response of a layered soil with the finite element approach for raft and piles. The method has been extende...

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Bibliographic Details
Main Author: Zhou, Hanbin.
Other Authors: Teh, Cee Ing
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/13068
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Institution: Nanyang Technological University
Language: English
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Summary:A semi-analytical numerical method for pile-soil interaction analysis in layered soil is proposed in this thesis. The proposed method combines the finite layer method for modelling the elastic response of a layered soil with the finite element approach for raft and piles. The method has been extended to account for non-linear response at the pile-soil interface. The behaviour of a pile group with a flexible pile cap which is in contact with the ground may also be analysed by the proposed approach.