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    Fluid Conductivity Testing of Fine‐Grained Soils

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author:
    R. Jeffrey Dunn
    ,
    James K. Mitchell
    DOI: 10.1061/(ASCE)0733-9410(1984)110:11(1648)
    Publisher: American Society of Civil Engineers
    Abstract: Advective fluid flow, which depends directly on hydraulic conductivity, controls contaminant migration through soils in many cases. The state of practice in laboratory measurements of hydraulic conductivity of soils was reviewed and found to be extremely variable, with the result that measurements on a given soil material often give variations of several orders of magnitude. An experimental program was completed using compacted clay soils to study several facets of laboratory testing practice, and a suitable test procedure for consistent results was developed. Recommendations on several important aspects of procedure are presented. The procedure was also evaluated with a synthetic lead‐zinc tailings leachate, and alteration of the test soils' hydraulic conductivity was evaluated and correlated with probable chemical interactions of the test permeants and soils.
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      Fluid Conductivity Testing of Fine‐Grained Soils

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    contributor authorR. Jeffrey Dunn
    contributor authorJames K. Mitchell
    date accessioned2017-05-08T22:07:38Z
    date available2017-05-08T22:07:38Z
    date copyrightNovember 1984
    date issued1984
    identifier other30083805.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71862
    description abstractAdvective fluid flow, which depends directly on hydraulic conductivity, controls contaminant migration through soils in many cases. The state of practice in laboratory measurements of hydraulic conductivity of soils was reviewed and found to be extremely variable, with the result that measurements on a given soil material often give variations of several orders of magnitude. An experimental program was completed using compacted clay soils to study several facets of laboratory testing practice, and a suitable test procedure for consistent results was developed. Recommendations on several important aspects of procedure are presented. The procedure was also evaluated with a synthetic lead‐zinc tailings leachate, and alteration of the test soils' hydraulic conductivity was evaluated and correlated with probable chemical interactions of the test permeants and soils.
    publisherAmerican Society of Civil Engineers
    titleFluid Conductivity Testing of Fine‐Grained Soils
    typeJournal Paper
    journal volume110
    journal issue11
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:11(1648)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 011
    contenttypeFulltext
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