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dc.contributor.convenorNAen_AU
dc.contributor.authorJeng, Dong-Shengen_US
dc.contributor.authorRahman, M.en_US
dc.contributor.authorSekiguchi, H.en_US
dc.contributor.authorOh, Erwinen_US
dc.contributor.authorTeo, Lizaen_US
dc.contributor.editorChung, et. alen_US
dc.date.accessioned2017-05-03T16:35:16Z
dc.date.available2017-05-03T16:35:16Z
dc.date.issued2002en_US
dc.date.modified2008-10-16T08:11:56Z
dc.identifier.urihttp://hdl.handle.net/10072/9075
dc.description.abstractMarine geotechnical engineers have extensively studied the phenomenon of wave-seabed interaction problems in the last decades. Most previous investigations have focused on the quasi-static soil behavior, because of the complicated mathematic procedure associated with dynamic behaviors. However, the influence of dynamic soil behavior on the wave-induced seabed response cannot always be ignored under certain combination of wave and soil conditions. In this paper, an analytical solution for the wave-seabed interaction with dynamic soil response is derived. Numerical results demonstrate the significant effects of dynamic soil behavior on the wave-induced seabed response. The applicable range of the present solution will also be clarified.en_US
dc.description.publicationstatusYesen_AU
dc.format.extent507183 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglishen_US
dc.language.isoen_AU
dc.publisherInternational Society of Offshore and Polar Engineeringen_US
dc.publisher.placeJapanen_US
dc.publisher.urihttp://www.isope.org/en_US
dc.publisher.urihttp://www.isope.org/publications/publications.htmen_US
dc.relation.ispartofconferencename12th International Offshore and Polar Engineering Conferenceen_US
dc.relation.ispartofconferencetitleProceedings of the 12th International Offshore and Polar engineering Conferenceen_US
dc.relation.ispartofdatefrom2002-05-26en_US
dc.relation.ispartofdateto2002-05-31en_US
dc.relation.ispartoflocationKitakyushu, Japanen_US
dc.subject.fieldofresearchHISTORY AND ARCHAEOLOGYen_US
dc.subject.fieldofresearchcode210000en_US
dc.titleDifference of the wave-induced soil response between dynamic and quasi-static solutionsen_US
dc.typeConference outputen_US
dc.type.descriptionE2 - Conference Publications (Non HERDC Eligible)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.rights.copyrightCopyright 2002 ISOPE. The attached file is reproduced here in accordance with the copyright policy of the publisher, for your personal use only. No further distribution permitted. For information about this conference please refer to the publisher's website.en_AU
gro.date.issued2002
gro.hasfulltextFull Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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