Show simple item record

dc.contributor.convenorThiru Aravinthan and Warna Karunasenaen_AU
dc.contributor.authorOh, Erwinen_US
dc.contributor.authorBui, Quan-Minhen_US
dc.contributor.authorSurarak, Chanatonen_US
dc.contributor.authorAdamec, Richarden_US
dc.contributor.authorBalasubramaniam, Balaen_US
dc.contributor.editorAravinthan, Karunasena, and Wangen_US
dc.date.accessioned2017-04-24T11:23:08Z
dc.date.available2017-04-24T11:23:08Z
dc.date.issued2008en_US
dc.date.modified2009-12-04T05:23:06Z
dc.identifier.refurihttp://www.usq.edu.au/acmsm20/en_AU
dc.identifier.doihttp://www.usq.edu.au/ceefc/acmsm20en_AU
dc.identifier.urihttp://hdl.handle.net/10072/23655
dc.description.abstractThis paper is on 3-D analysis of piled raft foundations on sand. The numerical analysis was carried out with three typical load intensities of the serviceability load. The maximum settlement of the piled rafts depends on the pile spacing and the number of piles; while the raft thickness does not have a significant effect. In all cases, the normalized settlement recorded is mostly less than 2% of the raft width and the maximum value was noted for the 8x27m piled raft. The increase in raft thickness reduces the differential settlement in the foundations. The raft-soil stiffness (Krs) is shown to influence the differential settlement and has the largest influence. The performance of piled raft in sandy soil condition is assessed and general conclusions are also made.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent152028 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherCRC Press/Balkemaen_US
dc.publisher.placeNatherlanden_US
dc.publisher.urihttp://www.crcpress.com/product/isbn/9780415491969en_AU
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofconferencename20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20)en_US
dc.relation.ispartofconferencetitleFutures in Mechanics of Structures and Materialsen_US
dc.relation.ispartofdatefrom2008-12-02en_US
dc.relation.ispartofdateto2008-12-05en_US
dc.relation.ispartoflocationToowoomba, Queenslanden_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode290805en_US
dc.titleParametric Study on Piled Raft Foundation in Sand Using Numerical Modellingen_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 2008 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 website for access to the definitive, published version.en_AU
gro.date.issued2008
gro.hasfulltextFull Text


Files in this item

This item appears in the following Collection(s)

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

Show simple item record