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Pile-soil interaction in layered soil media

descriptionPublicationkeyboard_double_arrow_right Thesis 20 Oct 2008 Singapore English
Authors: Zhou, Hanbin.;

handle: 10356/13068

Pile-soil interaction in layered soil media

Abstract

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.

Doctor of Philosophy (CSE)

Country
Singapore
Related Organizations
Keywords

DRNTU::Engineering::Civil engineering::Geotechnical

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selected citations
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This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
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