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    Rubble‐Mound Breakwaters With S‐Shape Design

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author:
    Ayşen Ergin
    ,
    A. Riza Günbak
    ,
    A. Melih Yanmaz
    DOI: 10.1061/(ASCE)0733-950X(1989)115:5(579)
    Publisher: American Society of Civil Engineers
    Abstract: When 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 “
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      Rubble‐Mound Breakwaters With S‐Shape Design

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40762
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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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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