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    Physics of Liquefaction Phenomena around Marine Structures

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author:
    M. B. de Groot
    ,
    M. D. Bolton
    ,
    P. Foray
    ,
    P. Meijers
    ,
    A. C. Palmer
    ,
    R. Sandven
    ,
    A. Sawicki
    ,
    T. C. Teh
    DOI: 10.1061/(ASCE)0733-950X(2006)132:4(227)
    Publisher: American Society of Civil Engineers
    Abstract: Understanding of the physical backgrounds is essential for good engineering practice with respect to liquefaction of sandy soils around and beneath marine structures. Several types of liquefaction can be distinguished. The corresponding physical phenomena are briefly described. Among them are: compressibility of soil skeleton, dilation, contraction, elastic versus plastic deformation, interaction between pore water and soil skeleton, compressibility of pore water, monotonic versus cyclic response, instantaneous versus residual liquefaction, drainage and pre-shearing. In each particular case just a limited number of these phenomena is relevant and needs to be modeled. A survey of typical cases is presented and the relevant phenomena are discussed. Most will be elaborated on in other papers appearing in this issue. This paper may help to discover the relationship between the different papers.
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      Physics of Liquefaction Phenomena around Marine Structures

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41622
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorM. B. de Groot
    contributor authorM. D. Bolton
    contributor authorP. Foray
    contributor authorP. Meijers
    contributor authorA. C. Palmer
    contributor authorR. Sandven
    contributor authorA. Sawicki
    contributor authorT. C. Teh
    date accessioned2017-05-08T21:10:41Z
    date available2017-05-08T21:10:41Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%290733-950x%282006%29132%3A4%28227%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41622
    description abstractUnderstanding of the physical backgrounds is essential for good engineering practice with respect to liquefaction of sandy soils around and beneath marine structures. Several types of liquefaction can be distinguished. The corresponding physical phenomena are briefly described. Among them are: compressibility of soil skeleton, dilation, contraction, elastic versus plastic deformation, interaction between pore water and soil skeleton, compressibility of pore water, monotonic versus cyclic response, instantaneous versus residual liquefaction, drainage and pre-shearing. In each particular case just a limited number of these phenomena is relevant and needs to be modeled. A survey of typical cases is presented and the relevant phenomena are discussed. Most will be elaborated on in other papers appearing in this issue. This paper may help to discover the relationship between the different papers.
    publisherAmerican Society of Civil Engineers
    titlePhysics of Liquefaction Phenomena around Marine Structures
    typeJournal Paper
    journal volume132
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2006)132:4(227)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2006:;Volume ( 132 ):;issue: 004
    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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