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    Feasibility of Amending Slurry Walls with Zero-Valent Iron

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    Author:
    Alan J. Rabideau
    ,
    Peiliang Shen
    ,
    Ashutosh Khandelwal
    DOI: 10.1061/(ASCE)1090-0241(1999)125:4(330)
    Publisher: American Society of Civil Engineers
    Abstract: Rapid degradation of aqueous trichloroethylene (TCE) was observed in batch experiments conducted with soil/bentonite slurry wall materials amended with the addition of zero-valent iron. The first-order TCE decay constants for soil/bentonite/iron mixtures, when normalized to the available iron surface area, were approximately 1–2 orders of magnitude higher than observed in batch experiments with pure iron systems. Permeability tests indicated an increase in SB hydraulic conductivity roughly proportional to the amount of iron added. Based on the observed reaction rates and the assumption of sustained long-term performance, significantly less than one percent added iron would be required to reduce the diffusive flux of TCE across an installed slurry wall by over 10 orders of magnitude. However, the release of hydrogen gas was noted as a potential problem for low permeability systems containing zero-valent iron.
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      Feasibility of Amending Slurry Walls with Zero-Valent Iron

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/51702
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorAlan J. Rabideau
    contributor authorPeiliang Shen
    contributor authorAshutosh Khandelwal
    date accessioned2017-05-08T21:26:42Z
    date available2017-05-08T21:26:42Z
    date copyrightApril 1999
    date issued1999
    identifier other%28asce%291090-0241%281999%29125%3A4%28330%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51702
    description abstractRapid degradation of aqueous trichloroethylene (TCE) was observed in batch experiments conducted with soil/bentonite slurry wall materials amended with the addition of zero-valent iron. The first-order TCE decay constants for soil/bentonite/iron mixtures, when normalized to the available iron surface area, were approximately 1–2 orders of magnitude higher than observed in batch experiments with pure iron systems. Permeability tests indicated an increase in SB hydraulic conductivity roughly proportional to the amount of iron added. Based on the observed reaction rates and the assumption of sustained long-term performance, significantly less than one percent added iron would be required to reduce the diffusive flux of TCE across an installed slurry wall by over 10 orders of magnitude. However, the release of hydrogen gas was noted as a potential problem for low permeability systems containing zero-valent iron.
    publisherAmerican Society of Civil Engineers
    titleFeasibility of Amending Slurry Walls with Zero-Valent Iron
    typeJournal Paper
    journal volume125
    journal issue4
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1999)125:4(330)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 004
    contenttypeFulltext
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