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dc.contributor.authorWang, Zhong-tao
dc.contributor.authorLiu, Peng
dc.contributor.authorJeng, Dongsheng
dc.contributor.authorYang, Qing
dc.date.accessioned2017-06-27T04:05:30Z
dc.date.available2017-06-27T04:05:30Z
dc.date.issued2017
dc.identifier.issn1001-6058
dc.identifier.doi10.1016/S1001-6058(16)60720-5
dc.identifier.urihttp://hdl.handle.net/10072/340879
dc.description.abstractThe principal stress rotation is one of the most important features of the stress state in a seabed subjected to wave loading. Most prior investigations focused their attention on the cyclic behaviour of soil deposits under the circular rotation stress path based on the analytical solutions for a seabed of infinite thickness. In this paper, the nonstandard elliptical, i.e., non-circular, rotation stress path is shown to be a more common state in the soil sediments of a finite seabed with an alternating changeover in stress due to a travelling regular wave. Then an experimental investigation in a hollow cylinder triaxial-torsional apparatus is conducted into the effect of the nonstandard elliptical stress path on the cyclic strength. A special attention is placed on the difference between the circular rotation stress path and the elliptical rotation stress path. The results and observations show that the shear characteristics for the circular rotation stress path in the literature are not applicable for analyzing the cyclic strength of sand in a finite seabed, and also indicate that due to the influence of three parameters about the size and the shape of a nonstandard ellipse, the cyclic strength under a nonstandard elliptical rotation stress path is evidently more complex and diversified as compared with that under a circular rotation stress path. Especially the influence of the initial phase difference on the cyclic strength is significant.
dc.description.peerreviewedYes
dc.languageEnglish
dc.language.isoeng
dc.publisherElsevier
dc.relation.ispartofpagefrom89
dc.relation.ispartofpageto95
dc.relation.ispartofissue1
dc.relation.ispartofjournalJournal of Hydrodynamics, Ser.B
dc.relation.ispartofvolume29
dc.subject.fieldofresearchEngineering not elsewhere classified
dc.subject.fieldofresearchEngineering
dc.subject.fieldofresearchcode099999
dc.subject.fieldofresearchcode09
dc.titleCyclic strength of sand under a nonstandard elliptical rotation stress path induced by wave loading
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.hasfulltextNo Full Text
gro.griffith.authorJeng, Dong-Sheng


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