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dc.contributor.authorLi, Z
dc.contributor.authorZhao, H
dc.contributor.authorZhu, J
dc.contributor.authorJeng, DS
dc.date.accessioned2021-02-09T02:43:21Z
dc.date.available2021-02-09T02:43:21Z
dc.date.issued2018
dc.identifier.isbn9781880653869
dc.identifier.urihttp://hdl.handle.net/10072/401886
dc.description.abstractIn this paper, a modified PZIII model by considering the impact of principal stress rotation for the wave(current)-induced soil response in a sandy seabed is cited. Unlike the previous works, the proposed model considers the effect of PSR by treating it generating the plastic strain rate independently. Then, the proposed model was incorporated into the finite element analysis procedure DIANA-SWANDYNE II. Both wave and current loadings are considered in the present model. The proposed model was first validated through comparisons with the previous experimental data for the soil response under wave and current loading. Adapting the proposed model, effects of the PSR on the fluid-seabed interactions will be investigated.
dc.description.peerreviewedYes
dc.publisherInternational Society of Offshore and Polar Engineers (ISOPE)
dc.publisher.urihttps://onepetro.org/ISOPEPACOMS/proceedings-abstract/PACOMS18/All-PACOMS18/ISOPE-P-18-017/20361
dc.relation.ispartofconferencenameThirteenth ISOPE Pacific/Asia Offshore Mechanics Symposium
dc.relation.ispartofconferencetitleThe Thirteenth (2018) ISOPE Pacific-Asia Offshore Mechanics Symposium, PACOMS 2018
dc.relation.ispartofdatefrom2018-10-14
dc.relation.ispartofdateto2018-10-17
dc.relation.ispartoflocationJeju, Korea
dc.relation.ispartofpagefrom510
dc.relation.ispartofpageto517
dc.subject.fieldofresearchCivil engineering
dc.subject.fieldofresearchOcean engineering
dc.subject.fieldofresearchcode4005
dc.subject.fieldofresearchcode401503
dc.titleEffects of principal stress rotation on soil response under natural loadings
dc.typeConference output
dc.type.descriptionE1 - Conferences
dcterms.bibliographicCitationLi, Z; Zhao, H; Zhu, J; Jeng, DS, Effects of principal stress rotation on soil response under natural loadings, The Thirteenth (2018) ISOPE Pacific-Asia Offshore Mechanics Symposium, PACOMS 2018, 2018, pp. 510-517
dc.date.updated2021-02-09T02:41:14Z
dc.description.versionVersion of Record (VoR)
gro.rights.copyright© 2018 ISOPE. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the conference's website for access to the definitive, published version.
gro.hasfulltextFull Text
gro.griffith.authorJeng, Dong-Sheng


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