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    Hydraulic Conductivity of Two Prototype Clay Liners

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author:
    Steven R. Day
    ,
    David E. Daniel
    DOI: 10.1061/(ASCE)0733-9410(1985)111:8(957)
    Publisher: American Society of Civil Engineers
    Abstract: Two prototype liners were constructed at a site near Austin, Texas, using clays of low and high plasticity. The clays were compacted to 100% of standard Proctor density at a water content slightly wet of optimum using a sheepsfoot roller. The overall hydraulic conductivity (
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      Hydraulic Conductivity of Two Prototype Clay Liners

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/19806
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    • Journal of Geotechnical Engineering

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    contributor authorSteven R. Day
    contributor authorDavid E. Daniel
    date accessioned2017-05-08T20:34:05Z
    date available2017-05-08T20:34:05Z
    date copyrightAugust 1985
    date issued1985
    identifier other%28asce%290733-9410%281985%29111%3A8%28957%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19806
    description abstractTwo prototype liners were constructed at a site near Austin, Texas, using clays of low and high plasticity. The clays were compacted to 100% of standard Proctor density at a water content slightly wet of optimum using a sheepsfoot roller. The overall hydraulic conductivity (
    publisherAmerican Society of Civil Engineers
    titleHydraulic Conductivity of Two Prototype Clay Liners
    typeJournal Paper
    journal volume111
    journal issue8
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1985)111:8(957)
    treeJournal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    contenttypeFulltext
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