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dc.contributor.authorSubhasish Dey
dc.contributor.authorAnders Helkjær
dc.contributor.authorB. Mutlu Sumer
dc.contributor.authorJørgen Fredsøe
dc.date.accessioned2017-05-08T22:04:07Z
dc.date.available2017-05-08T22:04:07Z
dc.date.copyrightNovember 2011
dc.date.issued2011
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000142.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70373
dc.description.abstractMarine sediments often contain sand-clay mixtures in widely varying proportions. This study presents the results of equilibrium scour and time variation of scour depths at circular piles embedded vertically in clay alone and sand-clay mixed beds under waves. Experiments were conducted in a wave flume with different proportions of sand-clay mixtures as bed sediments. Test results for the cases of steady current and sand alone under waves are used as references. The equilibrium scour depth reduces with an increase in clay proportion
dc.publisherAmerican Society of Civil Engineers
dc.titleScour at Vertical Piles in Sand-Clay Mixtures under Waves
dc.typeJournal Paper
dc.journal.volume137
dc.journal.issue6
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000095
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 006
dc.contenttypeFulltext


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