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dc.contributor.convenorSusan Gourvenecen_AU
dc.contributor.authorGhee, Engen_US
dc.contributor.authorGuo, Wei Dongen_US
dc.contributor.editorGourvenec & Whiteen_US
dc.date.accessioned2017-04-04T19:11:56Z
dc.date.available2017-04-04T19:11:56Z
dc.date.issued2010en_US
dc.date.modified2011-09-27T06:56:39Z
dc.identifier.refurihttp://w3.cofs.uwa.edu.au/ISFOG2010/en_AU
dc.identifier.doihttp://www.taylorandfrancis.com/books/details/9780415584807/en_AU
dc.identifier.urihttp://hdl.handle.net/10072/37305
dc.description.abstractPiles may be utilised as deep foundations or employed to support offshore structures, which may be subjected to passive loading due to lateral soil movements. The safety of the piled foundations depends on the additional stresses induced. This issue has been investigated recently by conducting model tests on single piles and on pile groups with a new apparatus developed by the authors. Typical test results were analysed and reported previously. In this paper three-dimensional finite difference analyses are reported: (1) to predict the results of two model tests (with and without axial load); and (2) to investigate the effect of the moving and the stable depths of soil on the pile response. Typical results of the comparison between the FLAC3D analysis and the model tests for single piles in sand are presented in terms of three profiles namely: bending moment; shear force; and pile deflection profiles. A unique linear relationship between the maximum shear force (thrust) and the maximum bending moment induced on the piles is obtained regardless of the ratios of the moving depth over the stable depth.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent205231 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherTaylor & Francisen_US
dc.publisher.placeUnited Kingdomen_US
dc.publisher.urihttp://w3.cofs.uwa.edu.au/ISFOG2010/en_AU
dc.relation.ispartofstudentpublicationYen_AU
dc.relation.ispartofconferencenameFrontiers in Offshore Geotechnics II (ISFOG 2010)en_US
dc.relation.ispartofconferencetitleFrontiers in Offshore Geotechnics IIen_US
dc.relation.ispartofdatefrom2010-11-08en_US
dc.relation.ispartofdateto2010-11-10en_US
dc.relation.ispartoflocationPerth, Australiaen_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchCivil Geotechnical Engineeringen_US
dc.subject.fieldofresearchcode090501en_US
dc.titleFLAC3D analysis on soil moving through pilesen_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.rights.copyrightCopyright 2010 Taylor & Francis. This is the author-manuscript version of the paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the publisher's website for access to the definitive, published version.en_AU
gro.date.issued2010
gro.hasfulltextFull Text


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

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