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dc.contributor.authorJeng, D.en_US
dc.contributor.authorZhang, Hongen_US
dc.date.accessioned2017-05-03T14:30:51Z
dc.date.available2017-05-03T14:30:51Z
dc.date.issued2005en_US
dc.date.modified2009-09-09T07:17:03Z
dc.identifier.issn00298018en_US
dc.identifier.doi10.1016/j.oceaneng.2005.01.005en_AU
dc.identifier.urihttp://hdl.handle.net/10072/4304
dc.description.abstractThe evaluation of the wave-induced liquefaction potential is particularly important for coastal engineers involved in the design of marine structures. Most previous investigations of the wave-induced liquefaction have been limited to two-dimensional non-breaking waves. In this paper, the integrated three-dimensional poro-elastic model for the wave-seabed interaction proposed by [Zhang, H., Jeng, D.-S., 2005. An integrated three-dimensional model of wave-induced pore pressure and effective stresses in a porous seabed: I. A sloping seabed. Ocean Engineering 32(5/6), 701-729.] is further extended to simulate the seabed liquefaction potential with breaking wave loading. Based on the parametric study, we conclude: (1) the liquefaction depth due to breaking waves is smaller than that of due to non-breaking waves; (2) the degree of saturation significantly affects the wave-induced liquefaction depth, and no liquefaction occurs in full saturated seabed, and (3) soil permeability does not only significantly affect the pore pressure, but also the shear stresses distribution.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.format.extent766847 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.ispartofpagefrom1950en_US
dc.relation.ispartofpageto1967en_US
dc.relation.ispartofissue16en_US
dc.relation.ispartofjournalOcean Engineeringen_US
dc.relation.ispartofvolume32en_US
dc.rights.retentionYen_AU
dc.subject.fieldofresearchcode291205en_US
dc.titleAn integrated three-dimensional model of wave-induced pore pressure and effective stresses in a porous seabed: II. Breaking wavesen_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_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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