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dc.contributor.convenorSusan Gourvenec
dc.contributor.authorGhee, Eng
dc.contributor.authorGuo, Wei Dong
dc.contributor.editorGourvenec & White
dc.date.accessioned2017-05-03T14:16:47Z
dc.date.available2017-05-03T14:16:47Z
dc.date.issued2010
dc.date.modified2011-09-27T06:56:39Z
dc.identifier.refurihttp://w3.cofs.uwa.edu.au/ISFOG2010/
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.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent205231 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoeng
dc.publisherTaylor & Francis
dc.publisher.placeUnited Kingdom
dc.publisher.urihttps://www.routledge.com/Frontiers-in-Offshore-Geotechnics-II/Gourvenec-White/p/book/9780415584807
dc.relation.ispartofstudentpublicationY
dc.relation.ispartofconferencenameFrontiers in Offshore Geotechnics II (ISFOG 2010)
dc.relation.ispartofconferencetitleFrontiers in Offshore Geotechnics II
dc.relation.ispartofdatefrom2010-11-08
dc.relation.ispartofdateto2010-11-10
dc.relation.ispartoflocationPerth, Australia
dc.rights.retentionY
dc.subject.fieldofresearchCivil Geotechnical Engineering
dc.subject.fieldofresearchcode090501
dc.titleFLAC3D analysis on soil moving through piles
dc.typeConference output
dc.type.descriptionE1 - Conferences
dc.type.codeE - Conference Publications
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.rights.copyright© 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.
gro.date.issued2010
gro.hasfulltextFull Text
gro.griffith.authorGuo, Wei Dong D.
gro.griffith.authorGhee, Eng H.


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

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