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    Wave‐Induced Pore Pressures in Submerged Sand Layer

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author:
    Yuet Tsui
    ,
    Steven C. Helfrich
    DOI: 10.1061/(ASCE)0733-9410(1983)109:4(603)
    Publisher: American Society of Civil Engineers
    Abstract: Measured wave induced pore pressures in a model sand layer are presented. The measured pressures vary with the wave height and period, sand layer thickness, and sand density. For short‐period waves, measured pressures compare well with theoretical (2nd order wave theory) pressures on the surface of the sand layer. Measured pressures are greater than theoretical when the model wave period is greater than 1.7 seconds. Pressures within a sand layer decrease more rapidly with depth than predicted by published theories. A time lag between sinusoidal pressure variations within the sand layer was measured during the laboratory study. This time lag, if it occurs in the prototype, may cause bottom instability during the long‐period (storm) waves.
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      Wave‐Induced Pore Pressures in Submerged Sand Layer

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19361
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    • Journal of Geotechnical Engineering

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    contributor authorYuet Tsui
    contributor authorSteven C. Helfrich
    date accessioned2017-05-08T20:33:12Z
    date available2017-05-08T20:33:12Z
    date copyrightApril 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A4%28603%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19361
    description abstractMeasured wave induced pore pressures in a model sand layer are presented. The measured pressures vary with the wave height and period, sand layer thickness, and sand density. For short‐period waves, measured pressures compare well with theoretical (2nd order wave theory) pressures on the surface of the sand layer. Measured pressures are greater than theoretical when the model wave period is greater than 1.7 seconds. Pressures within a sand layer decrease more rapidly with depth than predicted by published theories. A time lag between sinusoidal pressure variations within the sand layer was measured during the laboratory study. This time lag, if it occurs in the prototype, may cause bottom instability during the long‐period (storm) waves.
    publisherAmerican Society of Civil Engineers
    titleWave‐Induced Pore Pressures in Submerged Sand Layer
    typeJournal Paper
    journal volume109
    journal issue4
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:4(603)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 004
    contenttypeFulltext
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