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    Evaluation of Consolidation Behavior of Mine Tailings

    Source: Journal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author:
    K. J. L. Stone
    ,
    M. F. Randolph
    ,
    S. Toh
    ,
    A. A. Sales
    DOI: 10.1061/(ASCE)0733-9410(1994)120:3(473)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a physical and numerical model study of impounded gold mine tailings produced at Boddington Gold Mine in Western Australia. The centrifuge modeling technique is used to replicate the staged filling of the tailings impoundment to assess both the short‐ and long‐term consolidation behavior of the tailings. At the time of testing, filling of the impoundment is nearly complete, and field data are available for comparison at various stages in the model construction. Numerical analyses of the centrifuge tests are also performed and found to give encouraging results. The good agreement between the field and centrifuge model data and the numerical results allows predictions of the future behavior of the tailings to be made with a high degree of confidence.
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      Evaluation of Consolidation Behavior of Mine Tailings

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    https://yetl.yabesh.ir/yetl1/handle/yetl/21395
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    contributor authorK. J. L. Stone
    contributor authorM. F. Randolph
    contributor authorS. Toh
    contributor authorA. A. Sales
    date accessioned2017-05-08T20:37:11Z
    date available2017-05-08T20:37:11Z
    date copyrightMarch 1994
    date issued1994
    identifier other%28asce%290733-9410%281994%29120%3A3%28473%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21395
    description abstractThis paper presents the results of a physical and numerical model study of impounded gold mine tailings produced at Boddington Gold Mine in Western Australia. The centrifuge modeling technique is used to replicate the staged filling of the tailings impoundment to assess both the short‐ and long‐term consolidation behavior of the tailings. At the time of testing, filling of the impoundment is nearly complete, and field data are available for comparison at various stages in the model construction. Numerical analyses of the centrifuge tests are also performed and found to give encouraging results. The good agreement between the field and centrifuge model data and the numerical results allows predictions of the future behavior of the tailings to be made with a high degree of confidence.
    publisherAmerican Society of Civil Engineers
    titleEvaluation of Consolidation Behavior of Mine Tailings
    typeJournal Paper
    journal volume120
    journal issue3
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1994)120:3(473)
    treeJournal of Geotechnical Engineering:;1994:;Volume ( 120 ):;issue: 003
    contenttypeFulltext
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