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    Hydraulic Conductivity and Compressibility of Soil-Bentonite Backfill Amended with Activated Carbon

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 005
    Author:
    Michael A. Malusis
    ,
    Edward J. Barben
    ,
    Jeffrey C. Evans
    DOI: 10.1061/(ASCE)GT.1943-5606.0000041
    Publisher: American Society of Civil Engineers
    Abstract: Flexible-wall permeability tests and rigid-wall consolidation/permeability tests were performed to evaluate the hydraulic conductivity and compressibility of a model soil-bentonite (SB) backfill amended with granular activated carbon (GAC) or powdered activated carbon (PAC). The tests were performed as part of an assessment of enhanced SB backfill with improved attenuation capacity for greater longevity of barrier containment performance. Backfill specimens containing fine sand, 5.8% sodium bentonite, and GAC or PAC (0, 2, 5, and 10% by dry weight) were prepared to target slumps of
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      Hydraulic Conductivity and Compressibility of Soil-Bentonite Backfill Amended with Activated Carbon

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61818
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorMichael A. Malusis
    contributor authorEdward J. Barben
    contributor authorJeffrey C. Evans
    date accessioned2017-05-08T21:46:19Z
    date available2017-05-08T21:46:19Z
    date copyrightMay 2009
    date issued2009
    identifier other%28asce%29gt%2E1943-5606%2E0000056.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61818
    description abstractFlexible-wall permeability tests and rigid-wall consolidation/permeability tests were performed to evaluate the hydraulic conductivity and compressibility of a model soil-bentonite (SB) backfill amended with granular activated carbon (GAC) or powdered activated carbon (PAC). The tests were performed as part of an assessment of enhanced SB backfill with improved attenuation capacity for greater longevity of barrier containment performance. Backfill specimens containing fine sand, 5.8% sodium bentonite, and GAC or PAC (0, 2, 5, and 10% by dry weight) were prepared to target slumps of
    publisherAmerican Society of Civil Engineers
    titleHydraulic Conductivity and Compressibility of Soil-Bentonite Backfill Amended with Activated Carbon
    typeJournal Paper
    journal volume135
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0000041
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 005
    contenttypeFulltext
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