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    Large Breakwater Toe Failures

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    A. W. Sam Smith
    ,
    Angus D. Gordon
    DOI: 10.1061/(ASCE)0733-950X(1983)109:2(253)
    Publisher: American Society of Civil Engineers
    Abstract: A preliminary appraisal is made of the potential hydraulic forces, particularly pore pressure forces, that may be applied to the toe zones of large exposed breakwaters. In particular the stability of the perched toe zone of the Port Sines breakwater is considered. It is recommended that much more research be applied to such breakwaters, whose main armor does not extend fully down to the sea-bed.
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      Large Breakwater Toe Failures

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/40304
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorA. W. Sam Smith
    contributor authorAngus D. Gordon
    date accessioned2017-05-08T21:08:37Z
    date available2017-05-08T21:08:37Z
    date copyrightMay 1983
    date issued1983
    identifier other%28asce%290733-950x%281983%29109%3A2%28253%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40304
    description abstractA preliminary appraisal is made of the potential hydraulic forces, particularly pore pressure forces, that may be applied to the toe zones of large exposed breakwaters. In particular the stability of the perched toe zone of the Port Sines breakwater is considered. It is recommended that much more research be applied to such breakwaters, whose main armor does not extend fully down to the sea-bed.
    publisherAmerican Society of Civil Engineers
    titleLarge Breakwater Toe Failures
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1983)109:2(253)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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