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dc.contributor.authorGuo, Wei Dongen_US
dc.contributor.authorGhee, Engen_US
dc.contributor.editorGourvenec, S & Cassidy, M.en_US
dc.date.accessioned2017-04-24T11:32:05Z
dc.date.available2017-04-24T11:32:05Z
dc.date.issued2005en_US
dc.date.modified2007-03-21T21:26:50Z
dc.identifier.urihttp://hdl.handle.net/10072/2674
dc.description.abstractA new experimental apparatus was developed, which allows lateral soil movements and vertical load to be applied simultaneously to a pile. With this apparatus, a large number of tests were undertaken on instrumented piles embedded in sand. In this paper, based on four test results, preliminary analysis is presented to demonstrate the increase in bending moment, shear force, soil reaction, and the change of pile deflection mode due to axial load on the pile.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherTaylor & Francis/Balkemaen_US
dc.publisher.placeNetherlandsen_US
dc.relation.ispartofstudentpublicationYen_AU
dc.relation.ispartofconferencenameISFOG 2005: 1st International Symposium on Frontiers in Offshore Geotechnicsen_US
dc.relation.ispartofconferencetitleFrontiers in Offshore Geotechnics ISFOG 2005en_US
dc.relation.ispartofdatefrom2005-09-19en_US
dc.relation.ispartofdateto2005-09-21en_US
dc.relation.ispartoflocationPerth, Australiaen_US
dc.relation.ispartofissue3en_US
dc.relation.ispartofvolume40en_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode290805en_US
dc.titleA preliminary investigation into the effect of axial load on piles subjected to soil movementen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.date.issued2005
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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