Key parameters in pseudo-static analysis of piles in liquefying sand

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dc.contributor.authorCubrinovski, M.
dc.date.accessioned2009-01-26T20:56:42Z
dc.date.available2009-01-26T20:56:42Z
dc.date.issued2007en
dc.descriptionMOST VALUABLE PAPER AWARDen
dc.description.abstractSoil-pile interaction in liquefying soils is very complex and involves rapid changes in soil characteristics and loads on piles. Thus, when analyzing the behaviour of piles with a simplified pseudo-static approach, the key issue is how to determine appropriate values for the parameters of the model while considering the inherent uncertainties associated with liquefaction. This paper identifies key parameters in the pseudo-static analysis of piles in liquefying soils and provides guidance for their determination based on observations from case histories and full-size tests.en
dc.identifier.citationCubrinovski, M. (2007) Key parameters in pseudo-static analysis of piles in liquefying sand. Brisbane, Australia: 10th Australia New Zealand Conference on Geomechanics: Common Ground, 21-24 Oct 2007. Proceedings of 10th Australia New Zealand Conference on Geomechanics: Common Ground, 218-223.en
dc.identifier.urihttp://hdl.handle.net/10092/2034
dc.language.isoen
dc.publisherUniversity of Canterbury. Civil and Natural Resources Engineering.en
dc.rights.urihttps://hdl.handle.net/10092/17651en
dc.subjectpileen
dc.subjectliquefactionen
dc.subjectlateral spreadingen
dc.subject.marsdenFields of Research::290000 Engineering and Technology::290800 Civil Engineeringen
dc.titleKey parameters in pseudo-static analysis of piles in liquefying sanden
dc.typeConference Contributions - Published
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