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    Treatment of Arsenic-Contaminated Soils.  I: Soil Characterization

    Source: Journal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author:
    Humayoun Akhter
    ,
    Frank K. Cartledge
    ,
    Joel Miller
    ,
    Mary McLearn
    DOI: 10.1061/(ASCE)0733-9372(2000)126:11(999)
    Publisher: American Society of Civil Engineers
    Abstract: Industrial sites frequently have arsenic-contaminated soils as a result of repeated applications of arsenic herbicides. Four such sites were investigated to determine the suitability of cement-based solidification/stabilization (S/S) for in situ soil treatment. Arsenic concentrations ranged up to about 2,000 ppm in the soil, although leachability was relatively low. No toxicity characteristic leaching procedure leachates showed As concentrations as high as 5 mg/L. The low leachability appears to be due, at least in part, to iron present in the soil. Although soils with higher As concentrations generally showed greater leachability, a somewhat stronger relationship existed between the percentage of As in the soil that was leached and the iron concentration in the soil. Another factor working in favor of the success of S/S in the present cases is the sandy character of the soils with little clay or organic content. Thus, the quartz sand will serve as an aggregate and should not offer any interferences to cement hydration. A third favorable circumstance is afforded by the oxidizing character of the soils. The weathered arsenic present in the soils should be in the form of As(V), and arsenate salts present a wider range of possibilities for precipitation of insoluble arsenic species than arsenite salts. A significant variable with the potential to affect S/S is the soil moisture content, which varied greatly among the four sites due to differing water table depth.
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      Treatment of Arsenic-Contaminated Soils.  I: Soil Characterization

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    contributor authorHumayoun Akhter
    contributor authorFrank K. Cartledge
    contributor authorJoel Miller
    contributor authorMary McLearn
    date accessioned2017-05-08T21:28:35Z
    date available2017-05-08T21:28:35Z
    date copyrightNovember 2000
    date issued2000
    identifier other%28asce%290733-9372%282000%29126%3A11%28999%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52931
    description abstractIndustrial sites frequently have arsenic-contaminated soils as a result of repeated applications of arsenic herbicides. Four such sites were investigated to determine the suitability of cement-based solidification/stabilization (S/S) for in situ soil treatment. Arsenic concentrations ranged up to about 2,000 ppm in the soil, although leachability was relatively low. No toxicity characteristic leaching procedure leachates showed As concentrations as high as 5 mg/L. The low leachability appears to be due, at least in part, to iron present in the soil. Although soils with higher As concentrations generally showed greater leachability, a somewhat stronger relationship existed between the percentage of As in the soil that was leached and the iron concentration in the soil. Another factor working in favor of the success of S/S in the present cases is the sandy character of the soils with little clay or organic content. Thus, the quartz sand will serve as an aggregate and should not offer any interferences to cement hydration. A third favorable circumstance is afforded by the oxidizing character of the soils. The weathered arsenic present in the soils should be in the form of As(V), and arsenate salts present a wider range of possibilities for precipitation of insoluble arsenic species than arsenite salts. A significant variable with the potential to affect S/S is the soil moisture content, which varied greatly among the four sites due to differing water table depth.
    publisherAmerican Society of Civil Engineers
    titleTreatment of Arsenic-Contaminated Soils.  I: Soil Characterization
    typeJournal Paper
    journal volume126
    journal issue11
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2000)126:11(999)
    treeJournal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 011
    contenttypeFulltext
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