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    Practical Model of Frost Heave in Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author:
    S. J. Han
    ,
    D. J. Goodings
    DOI: 10.1061/(ASCE)1090-0241(2006)132:1(92)
    Publisher: American Society of Civil Engineers
    Abstract: Freezing behavior of clay differs from that of silt. This difference stems primarily from the low permeability or hydraulic conductivity of clay, and the higher water content of saturated clay. Freezing effects include simultaneous heave and consolidation. Six small physical model columns of clay were frozen: one at
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      Practical Model of Frost Heave in Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/52789
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorS. J. Han
    contributor authorD. J. Goodings
    date accessioned2017-05-08T21:28:25Z
    date available2017-05-08T21:28:25Z
    date copyrightJanuary 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A1%2892%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52789
    description abstractFreezing behavior of clay differs from that of silt. This difference stems primarily from the low permeability or hydraulic conductivity of clay, and the higher water content of saturated clay. Freezing effects include simultaneous heave and consolidation. Six small physical model columns of clay were frozen: one at
    publisherAmerican Society of Civil Engineers
    titlePractical Model of Frost Heave in Clay
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:1(92)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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