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    Mechanism for Postliquefaction Water Film Generation in Layered Sand

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author:
    Takeji Kokusho
    ,
    Tetsuro Kojima
    DOI: 10.1061/(ASCE)1090-0241(2002)128:2(129)
    Publisher: American Society of Civil Engineers
    Abstract: Soil investigations at two sites demonstrate that layered structure or stratification in sand deposits is prevalent not only in reclaimed ground but also in natural alluvial ground. One-dimensional liquefaction tests in a lucite tube are then carried out for models of several types of layered sand, indicating that water films will develop under most circumstances beneath or within less-permeable sublayers. A basic mechanism for the water film generation is discussed based on the measurements of soil settlement and excess pore pressure. The development of the water film and the associated soil settlement are numerically simulated by a simple sedimentation analysis and a rational explanation of the test results is found. Thus a significant involvement of water films in liquefied sand deposits and their basic mechanism are clarified. It is highly probable that water films are involved as a part of a sliding surface and play a significant role in a seismically induced flow failure in loose and layered sand deposits during liquefaction.
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      Mechanism for Postliquefaction Water Film Generation in Layered Sand

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52143
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorTakeji Kokusho
    contributor authorTetsuro Kojima
    date accessioned2017-05-08T21:27:24Z
    date available2017-05-08T21:27:24Z
    date copyrightFebruary 2002
    date issued2002
    identifier other%28asce%291090-0241%282002%29128%3A2%28129%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52143
    description abstractSoil investigations at two sites demonstrate that layered structure or stratification in sand deposits is prevalent not only in reclaimed ground but also in natural alluvial ground. One-dimensional liquefaction tests in a lucite tube are then carried out for models of several types of layered sand, indicating that water films will develop under most circumstances beneath or within less-permeable sublayers. A basic mechanism for the water film generation is discussed based on the measurements of soil settlement and excess pore pressure. The development of the water film and the associated soil settlement are numerically simulated by a simple sedimentation analysis and a rational explanation of the test results is found. Thus a significant involvement of water films in liquefied sand deposits and their basic mechanism are clarified. It is highly probable that water films are involved as a part of a sliding surface and play a significant role in a seismically induced flow failure in loose and layered sand deposits during liquefaction.
    publisherAmerican Society of Civil Engineers
    titleMechanism for Postliquefaction Water Film Generation in Layered Sand
    typeJournal Paper
    journal volume128
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2002)128:2(129)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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