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dc.contributor.convenorM. Hamzaen_AU
dc.contributor.authorOh, Erwinen_US
dc.contributor.authorLin, D.en_US
dc.contributor.authorBui, Quan-Minhen_US
dc.contributor.authorHuang, Minen_US
dc.contributor.authorSurarak, Chanatonen_US
dc.contributor.authorBalasubramaniam, Balaen_US
dc.contributor.editorM. Hamza, M. Shahien, Y. El-Mossallamyen_US
dc.date.accessioned2017-05-03T14:08:33Z
dc.date.available2017-05-03T14:08:33Z
dc.date.issued2009en_US
dc.date.modified2011-09-14T06:19:11Z
dc.identifier.refurihttp://www.iospress.nl/loadtop/load.php?isbn=9781607500315en_AU
dc.identifier.urihttp://hdl.handle.net/10072/27332
dc.description.abstractThis paper presents 2-D and 3-D numerical analysis of un-piled raft and piled raft foundation on two different soil conditions. The numerical analysis was carried out in two case studies with three typical load intensities of the serviceability load. The first case study investigates the raft-pile-soil interaction in sandy soil. The second case study examines the raft-pile-soil interaction in soft clay. Finally, the behaviours of piled raft foundation in two different case studies are assessed and conclusions are made.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent147398 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherIOS Pressen_US
dc.publisher.placeEgypten_US
dc.publisher.urihttp://www.iospress.nl/loadtop/load.php?isbn=9781607500315en_AU
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofconferencenameInternational Conference on Soil Mechanics and Geotechnical Engineeringen_US
dc.relation.ispartofconferencetitleProceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineeringen_US
dc.relation.ispartofdatefrom2009-10-05en_US
dc.relation.ispartofdateto2009-10-09en_US
dc.relation.ispartoflocationAlexandria, Egypten_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchCivil Geotechnical Engineeringen_US
dc.subject.fieldofresearchcode090501en_US
dc.titleNumerical Analysis of Piled Raft Foundation in Sandy and Clayey Soilsen_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 IOS Press. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the publisher website for access to the definitive, published version.en_AU
gro.date.issued2009
gro.hasfulltextFull Text


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

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