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dc.contributor.authorWu, S
dc.contributor.authorJeng, DS
dc.description.abstractSoil permeability is one of key factors in the prediction of the wave-induced seabed response, which will directly affect the design of foundation around marine installations. Most previous studies in the field treated the soil permeability as a constant, although it depends on numerous soil parameters. In this study, the soil permeability is considered as a function of pore water pressure as reported in the literature. with this new feature, the governing equation will become non-linear differential equations. Numerical examples demonstrate the significant influence of dynamic soil permeability on the wave-induced pore pressure and effective stresses.
dc.publisherInternational Society of Offshore and Polar Engineers (ISOPE)
dc.relation.ispartofconferencenameThirteenth ISOPE Pacific/Asia Offshore Mechanics Symposium
dc.relation.ispartofconferencetitleProceedings of the Thirteenth (2018) Pacific-Asia Offshore Mechanics Symposium
dc.relation.ispartoflocationJeju, Korea
dc.subject.fieldofresearchOther engineering not elsewhere classified
dc.titleEffects of dynamic soil permeability on the wave-induced oscillatory seabed response
dc.typeConference output
dc.type.descriptionE1 - Conferences
dc.type.codeE - Conference Publications
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng
gro.griffith.authorWu, Sheng

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

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