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    Benzene Transport through Landfill Liners Containing Organophilic Bentonite

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 006
    Author:
    James A. Smith
    ,
    Peter R. Jaffé
    DOI: 10.1061/(ASCE)0733-9372(1994)120:6(1559)
    Publisher: American Society of Civil Engineers
    Abstract: The mineral surface of Wyoming bentonite was modified by replacing inorganic ions by different quaternary ammonium compounds of known molecular structure by an ion‐exchange process. The resulting organically modified bentonites (organobentonites) were evaluated for their suitability as components of compacted earthen liners for waste‐disposal sites. Varying weight percentages of an Ottawa sand, either of five types of organobentonites, untreated bentonite, and water were mixed uniformly and compacted to simulate sand‐and‐bentonite liners for waste‐disposal facilities. The hydraulic conductivities of the compacted soil specimens were measured in triplicate. The hydraulic conductivities of compacted specimens composed of 88% (by mass) Ottawa sand, 8% untreated bentonite, and 4% organobentonite were on the order of 10
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      Benzene Transport through Landfill Liners Containing Organophilic Bentonite

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    http://yetl.yabesh.ir/yetl1/handle/yetl/42987
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    • Journal of Environmental Engineering

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    contributor authorJames A. Smith
    contributor authorPeter R. Jaffé
    date accessioned2017-05-08T21:12:49Z
    date available2017-05-08T21:12:49Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-9372%281994%29120%3A6%281559%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42987
    description abstractThe mineral surface of Wyoming bentonite was modified by replacing inorganic ions by different quaternary ammonium compounds of known molecular structure by an ion‐exchange process. The resulting organically modified bentonites (organobentonites) were evaluated for their suitability as components of compacted earthen liners for waste‐disposal sites. Varying weight percentages of an Ottawa sand, either of five types of organobentonites, untreated bentonite, and water were mixed uniformly and compacted to simulate sand‐and‐bentonite liners for waste‐disposal facilities. The hydraulic conductivities of the compacted soil specimens were measured in triplicate. The hydraulic conductivities of compacted specimens composed of 88% (by mass) Ottawa sand, 8% untreated bentonite, and 4% organobentonite were on the order of 10
    publisherAmerican Society of Civil Engineers
    titleBenzene Transport through Landfill Liners Containing Organophilic Bentonite
    typeJournal Paper
    journal volume120
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1994)120:6(1559)
    treeJournal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 006
    contenttypeFulltext
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