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dc.contributor.authorZhang, Y
dc.contributor.authorJeng, D-S
dc.contributor.authorGao, FP
dc.contributor.authorZhang, J-S
dc.date.accessioned2017-05-03T11:59:04Z
dc.date.available2017-05-03T11:59:04Z
dc.date.issued2013
dc.date.modified2014-01-20T04:17:12Z
dc.identifier.issn0029-8018
dc.identifier.doi10.1016/j.oceaneng.2012.09.001
dc.identifier.urihttp://hdl.handle.net/10072/55841
dc.description.abstractIn this paper, an analytical approximation for the evaluation of the pore pressure and effective stresses in marine sediments under combined wave and current loadings is derived. Unlike previous investigations, non-linear interactions between waves and currents are considered in this study. An analytical solution for the wave-current induced oscillatory soil response in marine sediment is presented first. Based on the proposed analytical solution, a parametric study for the liquefaction potential will be carried out. Parametric study results indicate that the influence of current and non-linear waves on the maximum liquefaction depth is significant.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.languageEnglish
dc.language.isoeng
dc.publisherElsevier
dc.publisher.placeUnited Kingdom
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofpagefrom240
dc.relation.ispartofpageto247
dc.relation.ispartofjournalOcean Engineering
dc.relation.ispartofvolume57
dc.rights.retentionY
dc.subject.fieldofresearchOceanography
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchCivil geotechnical engineering
dc.subject.fieldofresearchMaritime engineering
dc.subject.fieldofresearchcode3708
dc.subject.fieldofresearchcode4005
dc.subject.fieldofresearchcode400502
dc.subject.fieldofresearchcode4015
dc.titleAn analytical solution for response of a porous seabed to combined wave and current loading
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.date.issued2013
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng


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