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contributor authorAyşen Ergin
contributor authorA. Riza Günbak
contributor authorA. Melih Yanmaz
date accessioned2017-05-08T21:09:21Z
date available2017-05-08T21:09:21Z
date copyrightSeptember 1989
date issued1989
identifier other%28asce%290733-950x%281989%29115%3A5%28579%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40762
description abstractWhen a single‐slope, rubble‐mound breakwater is subjected to waves that dislocate the stones but do not cause any overtopping, the damaged section may become stabilized at a certain level of wave attack, generating the “
publisherAmerican Society of Civil Engineers
titleRubble‐Mound Breakwaters With S‐Shape Design
typeJournal Paper
journal volume115
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1989)115:5(579)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005
contenttypeFulltext


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