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    Stabilization of Arsenic-Bearing Sludges Using Lime

    Source: Journal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    Author:
    A. A. Mendonça
    ,
    T. C. Galvão
    ,
    D. C. Lima
    ,
    E. P. Soares
    DOI: 10.1061/(ASCE)0899-1561(2006)18:2(135)
    Publisher: American Society of Civil Engineers
    Abstract: The shear strength of an arsenic bearing sludge derived from gold mining was evaluated as a function of lime content. Lime was used as a physico-chemical stabilization agent of this waste to enhance slope stability and increase site storage capacity. Shear strength characteristics of the sludge before and after lime stabilization were obtained through unconsolidated undrained triaxial tests performed at lime content weight percentages of 0, 5, 10, and 20%. The shear strength testing results show an increase in cohesion from 5 kPa at 0% lime content, to 27 kPa at 20% lime content. Slope stability analysis indicates that stabilization of the sludges improves storage capacity by 43%. This represents an increase from
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      Stabilization of Arsenic-Bearing Sludges Using Lime

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/46112
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    • Journal of Materials in Civil Engineering

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    contributor authorA. A. Mendonça
    contributor authorT. C. Galvão
    contributor authorD. C. Lima
    contributor authorE. P. Soares
    date accessioned2017-05-08T21:17:58Z
    date available2017-05-08T21:17:58Z
    date copyrightApril 2006
    date issued2006
    identifier other%28asce%290899-1561%282006%2918%3A2%28135%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46112
    description abstractThe shear strength of an arsenic bearing sludge derived from gold mining was evaluated as a function of lime content. Lime was used as a physico-chemical stabilization agent of this waste to enhance slope stability and increase site storage capacity. Shear strength characteristics of the sludge before and after lime stabilization were obtained through unconsolidated undrained triaxial tests performed at lime content weight percentages of 0, 5, 10, and 20%. The shear strength testing results show an increase in cohesion from 5 kPa at 0% lime content, to 27 kPa at 20% lime content. Slope stability analysis indicates that stabilization of the sludges improves storage capacity by 43%. This represents an increase from
    publisherAmerican Society of Civil Engineers
    titleStabilization of Arsenic-Bearing Sludges Using Lime
    typeJournal Paper
    journal volume18
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2006)18:2(135)
    treeJournal of Materials in Civil Engineering:;2006:;Volume ( 018 ):;issue: 002
    contenttypeFulltext
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