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    Influence of Freezing Temperature on Hydraulic Conductivity of Silty Clay

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author:
    Jean-Marie Konrad
    ,
    Martin Samson
    DOI: 10.1061/(ASCE)1090-0241(2000)126:2(180)
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic conductivity of thawed consolidated slurries of a silty clay from Lachute, Quebec, Canada, subjected to closed-system freezing at different temperatures ranging from −2 to −12°C were determined from constant-head permeability tests. The permeability index defined as the slope of the relation between log
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      Influence of Freezing Temperature on Hydraulic Conductivity of Silty Clay

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51859
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    contributor authorJean-Marie Konrad
    contributor authorMartin Samson
    date accessioned2017-05-08T21:26:56Z
    date available2017-05-08T21:26:56Z
    date copyrightFebruary 2000
    date issued2000
    identifier other%28asce%291090-0241%282000%29126%3A2%28180%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51859
    description abstractHydraulic conductivity of thawed consolidated slurries of a silty clay from Lachute, Quebec, Canada, subjected to closed-system freezing at different temperatures ranging from −2 to −12°C were determined from constant-head permeability tests. The permeability index defined as the slope of the relation between log
    publisherAmerican Society of Civil Engineers
    titleInfluence of Freezing Temperature on Hydraulic Conductivity of Silty Clay
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2000)126:2(180)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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