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dc.contributor.authorJeng, DS
dc.contributor.authorLin, YS
dc.date.accessioned2017-05-03T13:44:58Z
dc.date.available2017-05-03T13:44:58Z
dc.date.issued2000
dc.identifier.issn0266-352X
dc.identifier.doi10.1016/S0266-352X(99)00032-4
dc.identifier.urihttp://hdl.handle.net/10072/3324
dc.description.abstractThe analysis of the wave-induced pore pressures and effective stresses in a poroelastic seabed has attracted attention from marine geotechnical and coastal engineers in recent years. However, to simplify the complicated problem, most previous investigations have been only concerned with the waves propagating over an isotropic seabed with uniform soil characteristics, ignoring the anisotropic soil behaviour and variable soil characteristics. This paper proposes a simple finite element model to investigate the wave-induced soil response in a cross-anisotropic seabed of finite thickness with variable soil permeability and Young's modulus. The numerical results indicate that the effects of anisotropic soil behaviour and variable soil characteristics on the wave-induced soil response can not always be ignored without substantial errors.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.languageEnglish
dc.language.isoeng
dc.publisherPergamon
dc.publisher.placeUK
dc.relation.ispartofpagefrom43
dc.relation.ispartofpageto64
dc.relation.ispartofissue1
dc.relation.ispartofjournalComputers and Geotechnics
dc.relation.ispartofvolume26
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchResources engineering and extractive metallurgy
dc.subject.fieldofresearchHistory, heritage and archaeology
dc.subject.fieldofresearchcode4005
dc.subject.fieldofresearchcode4019
dc.subject.fieldofresearchcode43
dc.titlePoroelastic analysis for wave-seabed interaction problem
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.date.issued2015-05-04T22:02:30Z
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng


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