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dc.contributor.authorJeng, DS
dc.contributor.authorZhang, H
dc.date.accessioned2017-05-03T14:30:51Z
dc.date.available2017-05-03T14:30:51Z
dc.date.issued2005
dc.date.modified2009-09-09T07:17:03Z
dc.identifier.issn0029-8018
dc.identifier.doi10.1016/j.oceaneng.2005.01.005
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.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent766847 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.ispartofpagefrom1950
dc.relation.ispartofpageto1967
dc.relation.ispartofissue16
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 of wave-induced pore pressure and effective stresses in a porous seabed: II. Breaking waves
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
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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