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contributor authorJ. S. Damgaard
contributor authorP. Dong
date accessioned2017-05-08T21:10:32Z
date available2017-05-08T21:10:32Z
date copyrightSeptember 2004
date issued2004
identifier other%28asce%290733-950x%282004%29130%3A5%28234%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41539
description abstractLaboratory experiments have been performed to investigate the recession of soft cliffs due to oblique wave actions. The experiments were conducted in a wave tank with irregular waves. A test cliff was constructed of wet sand and (in one test) a sand/clay mixture, which was found to be appropriate for simulating the principal failure mode of soft cliffs fronted by erodeable beaches. The recession process is characterized by the following sequence: toe erosion—cliff failure—erosion of debris—toe erosion. The recession of the cliff top was measured from still photographs taken by an overhead camera. The longshore and cross-shore extents of individual failures and the time interval between two successive failures are obtained.
publisherAmerican Society of Civil Engineers
titleSoft Cliff Recession under Oblique Waves: Physical Model Tests
typeJournal Paper
journal volume130
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2004)130:5(234)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 005
contenttypeFulltext


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