Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/45917
DC FieldValueLanguage
dc.contributor.authorHsieh, P.C.en_US
dc.contributor.author謝平城zh_TW
dc.date2003zh_TW
dc.date.accessioned2014-06-06T08:15:49Z-
dc.date.available2014-06-06T08:15:49Z-
dc.identifier.issn0363-9061zh_TW
dc.identifier.urihttp://hdl.handle.net/11455/45917-
dc.description.abstractThe dynamic response of a soft soil layer of finite thickness under the mutual effects of flow and periodical disturbance at the free surface is discussed in this work. The homogeneous water is governed by potential theory and the soil layer obeys Biot's theory of poroelasticity. The boundary-value problem is solved by an analytical algorithm, in which the wave number is found first. Secondly, the closed form solutions are found by a two-parameter perturbation method with the boundary-layer correction. The results are also cornpared with those of the poroelastic soil layer of infinite thickness to show the impermeable rigid boundary effect. Copyright (C) 2003 John Wiley Sons, Ltd.en_US
dc.language.isoen_USzh_TW
dc.relationInternational Journal for Numerical and Analytical Methods in Geomechanicsen_US
dc.relation.ispartofseriesInternational Journal for Numerical and Analytical Methods in Geomechanics, Volume 27, Issue 11, Page(s) 927-949.en_US
dc.relation.urihttp://dx.doi.org/10.1002/nag.307en_US
dc.subjectboundary-layer correctionen_US
dc.subjecttwo-parameter perturbationen_US
dc.subjectboundary effecten_US
dc.subjectinduced pore pressuresen_US
dc.subjectwave-induced stressesen_US
dc.subjectwater-wavesen_US
dc.subjectporoelasticen_US
dc.subjectbeden_US
dc.titleDynamic response of a soft soil layer to flow and periodical disturbanceen_US
dc.typeJournal Articlezh_TW
dc.identifier.doi10.1002/nag.307zh_TW
item.grantfulltextnone-
item.openairetypeJournal Article-
item.cerifentitytypePublications-
item.fulltextno fulltext-
item.languageiso639-1en_US-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
Appears in Collections:水土保持學系
Show simple item record
 

Google ScholarTM

Check

Altmetric

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.