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dc.contributor.convenorThiru Aravinthan and Warna Karunasena
dc.contributor.authorOh, EYN
dc.contributor.authorBui, QM
dc.contributor.authorSurarak, C
dc.contributor.authorAdamec, R
dc.contributor.authorBalasurbamaniam, AS
dc.contributor.editorAravinthan, Karunasena, and Wang
dc.date.accessioned2017-05-03T14:08:32Z
dc.date.available2017-05-03T14:08:32Z
dc.date.issued2008
dc.date.modified2009-12-04T05:23:06Z
dc.identifier.isbn9780415491969
dc.identifier.refurihttp://www.usq.edu.au/acmsm20/
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.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent152028 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_AU
dc.publisherCRC Press/Balkema
dc.publisher.placeNatherland
dc.publisher.urihttp://www.crcpress.com/product/isbn/9780415491969
dc.publisher.urihttp://www.usq.edu.au/ceefc/acmsm20
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofconferencename20th Australasian Conference on the Mechanics of Structures and Materials (ACMSM20)
dc.relation.ispartofconferencetitleFutures in Mechanics of Structures and Materials - Proceedings of the 20th Australasian Conference on the Mechanics of Structures and Materials, ACMSM20
dc.relation.ispartofdatefrom2008-12-02
dc.relation.ispartofdateto2008-12-05
dc.relation.ispartoflocationToowoomba, Queensland
dc.relation.ispartofpagefrom261
dc.relation.ispartofpageto267
dc.rights.retentionY
dc.subject.fieldofresearchcode290805
dc.titleParametric Study on Piled Raft Foundation in Sand Using Numerical Modelling
dc.typeConference output
dc.type.descriptionE1 - Conferences
dc.type.codeE - Conference Publications
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.rights.copyright© 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.
gro.date.issued2008
gro.hasfulltextFull Text
gro.griffith.authorAdamec, Richard
gro.griffith.authorOh, Erwin
gro.griffith.authorBalasubramaniam, Bala B.
gro.griffith.authorSurarak, Chanaton
gro.griffith.authorBui, Quan-Minh


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

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