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dc.contributor.authorJeng, Dong-Shengen_US
dc.contributor.authorCha, Freden_US
dc.contributor.authorLin, YSen_US
dc.contributor.authorHu, PSen_US
dc.date.accessioned2018-11-13T12:30:40Z
dc.date.available2018-11-13T12:30:40Z
dc.date.issued2001en_US
dc.date.modified2007-03-14T02:25:12Z
dc.identifier.issn00298018en_US
dc.identifier.urihttp://hdl.handle.net/10072/4047
dc.description.abstractThe interaction between wave, seabed and marine structure is a vital issue in coastal engineering, as well as marine geotechnical engineering. However, most previous investigations have been focused on the wave forces acting on the structure from the aspect of hydrodynamics. In this study, we will examine the problem of wave-seabed-caisson interaction from the aspect of marine geotechnical engineering. Based on Biot's poro-elastic theory (Biot, M.A., 1941. General theory of three-dimensional consolidation. Journal of Applied Physics 12, 155-164), a two-dimensional finite element model is proposed to investigate the wave-induced soil response in the vicinity of a caisson. Based on the numerical model, the water wave driven pore pressure around a caisson will be examined through a parametric analysis.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_AU
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherElsevier Scienceen_US
dc.publisher.placeUKen_US
dc.publisher.urihttp://www.elsevier.com/wps/find/journaldescription.cws_home/320/description#descriptionen_AU
dc.relation.ispartofpagefrom1413en_US
dc.relation.ispartofpageto1432en_US
dc.relation.ispartofjournalOcean Engineeringen_US
dc.relation.ispartofvolume28en_US
dc.subject.fieldofresearchHISTORY AND ARCHAEOLOGYen_US
dc.subject.fieldofresearchcode210000en_US
dc.titleWave-induced pore pressure around a composite breakwater.en_US
dc.typeJournal articleen_US
dc.type.descriptionC1 - Peer Reviewed (HERDC)en_US
dc.type.codeC - Journal Articlesen_US
gro.facultyGriffith Sciences, School of Engineering and Built Environmenten_US
gro.rights.copyright© 2001 Elsevier : Reproduced in accordance with the copyright policy of the publisher : This journal is available online - use hypertext links.en_US
gro.date.issued2001
gro.hasfulltextNo Full Text


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