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dc.contributor.authorJeng, DS
dc.contributor.authorCha, DH
dc.contributor.authorLin, YS
dc.contributor.authorHu, PS
dc.date.accessioned2017-05-03T13:44:57Z
dc.date.available2017-05-03T13:44:57Z
dc.date.issued2000
dc.identifier.issn0141-1187
dc.identifier.doi10.1016/S0141-1187(00)00023-7
dc.identifier.urihttp://hdl.handle.net/10072/3321
dc.description.abstractThis paper presents an analysis of pore pressure around a caisson-type breakwater subjected to dynamic wave loading. Unlike previous investigations for wave-seabed-caisson interaction, cross-anisotropic soil behaviour is considered in this paper. Based on a linear poro-elastic theory, a finite element model is developed. A parametric study related to the effects of wave parameters, soil characteristics and geometry of caisson and rubble mound base on the pore pressure around a caisson is performed. The numerical results indicate that the effects of anisotropic soil behaviour on the wave-induced pore pressure in a sandy bed beneath a caisson are not negligible.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.languageEnglish
dc.language.isoeng
dc.publisherElsevier Science
dc.publisher.placeUK
dc.relation.ispartofpagefrom317
dc.relation.ispartofpageto329
dc.relation.ispartofjournalApplied Ocean Research
dc.relation.ispartofvolume22
dc.subject.fieldofresearchOceanography
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchResources engineering and extractive metallurgy
dc.subject.fieldofresearchHistory, heritage and archaeology
dc.subject.fieldofresearchcode3708
dc.subject.fieldofresearchcode4005
dc.subject.fieldofresearchcode4019
dc.subject.fieldofresearchcode43
dc.titleAnalysis on pore pressure in a porous seabed in the vicinity of a caisson
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.facultyGriffith Sciences, Griffith School of Engineering
gro.date.issued2015-02-12T00:44:05Z
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng
gro.griffith.authorCha, Fred


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