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    Armor Stone Abrasion due to Displacements in Sea Storms

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 005
    Author:
    Giuseppe R. Tomasicchio
    ,
    Alberto Lamberti
    ,
    Renata Archetti
    DOI: 10.1061/(ASCE)0733-950X(2003)129:5(229)
    Publisher: American Society of Civil Engineers
    Abstract: A model to estimate volume loss of armor stones caused by abrasion under wave conditions occurring during a structure’s lifetime is proposed. It accounts only for abrasion caused by stone movements, neglecting the effects of stone breakage, wetting-drying, freezing-thawing cycles, and chemical attack and is based on the assumption of proportionality between abraded volume and abrasion work. The model represents rock resistance to abrasion and to unit size and makes use of empirical relationships providing the average frequency of movement and displacement length of armor units. Wave loading is described with a probabilistic analysis. The present model is discussed in the light of a previous one. The comparison makes possible the estimation of the influence of external agents, other than stone mobility and size, on volume loss.
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      Armor Stone Abrasion due to Displacements in Sea Storms

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41491
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorGiuseppe R. Tomasicchio
    contributor authorAlberto Lamberti
    contributor authorRenata Archetti
    date accessioned2017-05-08T21:10:27Z
    date available2017-05-08T21:10:27Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%290733-950x%282003%29129%3A5%28229%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41491
    description abstractA model to estimate volume loss of armor stones caused by abrasion under wave conditions occurring during a structure’s lifetime is proposed. It accounts only for abrasion caused by stone movements, neglecting the effects of stone breakage, wetting-drying, freezing-thawing cycles, and chemical attack and is based on the assumption of proportionality between abraded volume and abrasion work. The model represents rock resistance to abrasion and to unit size and makes use of empirical relationships providing the average frequency of movement and displacement length of armor units. Wave loading is described with a probabilistic analysis. The present model is discussed in the light of a previous one. The comparison makes possible the estimation of the influence of external agents, other than stone mobility and size, on volume loss.
    publisherAmerican Society of Civil Engineers
    titleArmor Stone Abrasion due to Displacements in Sea Storms
    typeJournal Paper
    journal volume129
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2003)129:5(229)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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