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dc.contributor.authorZhang, H
dc.contributor.authorJeng, DS
dc.date.accessioned2017-05-03T14:30:46Z
dc.date.available2017-05-03T14:30:46Z
dc.date.issued2005
dc.date.modified2009-09-09T07:15:02Z
dc.identifier.issn0029-8018
dc.identifier.doi10.1016/j.oceaneng.2004.08.009
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.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent942444 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoeng
dc.publisherPergamon Press
dc.publisher.placeOxford, UK
dc.publisher.urihttp://www.elsevier.com/wps/find/journaldescription.cws_home/320/description#description
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofpagefrom701
dc.relation.ispartofpageto729
dc.relation.ispartofissue5-6
dc.relation.ispartofjournalOcean Engineering
dc.relation.ispartofvolume32
dc.rights.retentionY
dc.subject.fieldofresearchOceanography
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchMaritime engineering
dc.subject.fieldofresearchFluid mechanics and thermal engineering
dc.subject.fieldofresearchcode3708
dc.subject.fieldofresearchcode4005
dc.subject.fieldofresearchcode4015
dc.subject.fieldofresearchcode4012
dc.titleAn integrated three-dimensional model for wave-induced seabed response in a porous seabed. I. A sloping seabed
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.rights.copyright© 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.
gro.date.issued2005
gro.hasfulltextFull Text
gro.griffith.authorZhang, Hong
gro.griffith.authorJeng, Dong-Sheng


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