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dc.contributor.authorZhang, Hongen_US
dc.contributor.authorJeng, D.en_US
dc.date.accessioned2017-05-03T14:30:46Z
dc.date.available2017-05-03T14:30:46Z
dc.date.issued2005en_US
dc.date.modified2009-09-09T07:15:02Z
dc.identifier.issn00298018en_US
dc.identifier.doi10.1016/j.oceaneng.2004.08.009en_AU
dc.identifier.urihttp://hdl.handle.net/10072/4303
dc.description.abstractIn this paper, an integrated model for the wave-induced seabed response in a porous seabed is proposed. Most previous studies have considered two-dimensional cases and a flat seabed. In this study, a full three-dimensional case is considered as well as a sloping seabed. The wave model (SWAN) and soil model (PORO-WSI) is coupled into one model. With the new model, the effects of wave and soil characteristics on the ocean waves-induced seabed response (including pore pressure and stresses) are investigated. Based on numerical results, the following conclusions can be drawn: (1) the magnitude of the wave-induced soil response in a sloping seabed is much smaller than that in a flat seabed (2) the wave-induced pore pressure decreases as the slope of the seabed increases.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent942444 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherPergamon Pressen_US
dc.publisher.placeOxford, UKen_US
dc.publisher.urihttp://www.elsevier.com/wps/find/journaldescription.cws_home/320/description#descriptionen_AU
dc.relation.ispartofstudentpublicationNen_AU
dc.relation.ispartofpagefrom701en_US
dc.relation.ispartofpageto729en_US
dc.relation.ispartofissue5-6en_US
dc.relation.ispartofjournalOcean Engineeringen_US
dc.relation.ispartofvolume32en_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode291205en_US
dc.subject.fieldofresearchcode290802en_US
dc.titleAn integrated three-dimensional model for wave-induced seabed response in a porous seabed. I. A sloping seabeden_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2005 Elsevier. This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.en_AU
gro.date.issued2005
gro.hasfulltextFull Text


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