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    Permeation of Compacted Clay with Organic Chemicals

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author:
    David E. Foreman
    ,
    David E. Daniel
    DOI: 10.1061/(ASCE)0733-9410(1986)112:7(669)
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic conductivities were measured on three compacted clays that were permeated with water, methanol, and heptane in rigid‐wall and flexible‐wall permeameters. The type of permeameter had little effect when the soils were permeated with water. However, rigid‐wall permeameters generally yielded much higher hydraulic conductivities than flexible‐wall cells when the soils were permeated with organic compounds. Differences in effective stress and confinement along the sidewall of the test specimen are thought to be responsible for the different patterns noted. Permeation of water‐saturated clay with heptane caused the hydraulic conductivity to drop to practically zero because of surface tension effects at the water‐heptane interface. There appeared to be a threshold hydraulic gradient below which the hydraulic conductivity to heptane was zero. The results of this study show order‐of‐magnitude differences in hydraulic conductivity depending on testing apparatus and procedures.
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      Permeation of Compacted Clay with Organic Chemicals

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    https://yetl.yabesh.ir/yetl1/handle/yetl/19914
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    contributor authorDavid E. Foreman
    contributor authorDavid E. Daniel
    date accessioned2017-05-08T20:34:18Z
    date available2017-05-08T20:34:18Z
    date copyrightJuly 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A7%28669%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19914
    description abstractHydraulic conductivities were measured on three compacted clays that were permeated with water, methanol, and heptane in rigid‐wall and flexible‐wall permeameters. The type of permeameter had little effect when the soils were permeated with water. However, rigid‐wall permeameters generally yielded much higher hydraulic conductivities than flexible‐wall cells when the soils were permeated with organic compounds. Differences in effective stress and confinement along the sidewall of the test specimen are thought to be responsible for the different patterns noted. Permeation of water‐saturated clay with heptane caused the hydraulic conductivity to drop to practically zero because of surface tension effects at the water‐heptane interface. There appeared to be a threshold hydraulic gradient below which the hydraulic conductivity to heptane was zero. The results of this study show order‐of‐magnitude differences in hydraulic conductivity depending on testing apparatus and procedures.
    publisherAmerican Society of Civil Engineers
    titlePermeation of Compacted Clay with Organic Chemicals
    typeJournal Paper
    journal volume112
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:7(669)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 007
    contenttypeFulltext
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