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dc.contributor.authorV. S. Ozgur
dc.contributor.authorKirca
dc.contributor.authorB. Mutlu
dc.contributor.authorSumer
dc.contributor.authorJørgen
dc.contributor.authorFredsøe
dc.date.accessioned2017-05-08T22:04:37Z
dc.date.available2017-05-08T22:04:37Z
dc.date.copyrightNovember 2014
dc.date.issued2014
dc.identifier.other(ASCE)ST.1943-541X.0000816.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70534
dc.description.abstractThis paper presents the results of an experimental study of the influence of clay content (CC) on liquefaction of seabed beneath progressive waves. Experiments were, for the most part, conducted with silt and silt-clay mixtures; in supplementary tests, sand-clay mixtures were used. Two types of measurements were carried out: (1) pore-water pressure measurements across the soil depth and (2) water-surface elevation measurements. These measurements were synchronized with video recordings of the liquefaction process from the side. The ranges of the various quantities in the experiments were wave height
dc.publisherAmerican Society of Civil Engineers
dc.titleInfluence of Clay Content on Wave-Induced Liquefaction
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue6
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000249
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 006
dc.contenttypeFulltext


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