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    Investigation of Flow Failures of Tailings Dams

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Jey K. Jeyapalan
    ,
    J. Michael Duncan
    ,
    H. Bolton Seed
    DOI: 10.1061/(ASCE)0733-9410(1983)109:2(172)
    Publisher: American Society of Civil Engineers
    Abstract: A characteristic common to most mine tailings dam failures is that the tailings tend to liquefy and flow over substantial distances, with potential for extensive damage to property and life. The existence of these potentially hazardous earth structures is of great concern to the public and to the mining industries. In order to be able to assess the potential for damage in case of such a failure, it is necessary to be able to predict the characteristics of the flow and the possible extent of flood movement. A companion paper to this illustrated the various analytical procedures that have been developed for this purpose. The present paper describes a series of flume experiments that were conducted to check the validity of these analysis procedures. In light of the good agreement observed, the results of the analyses are then compared with flow movements observed in several case studies where failures have occurred.
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      Investigation of Flow Failures of Tailings Dams

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19328
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    • Journal of Geotechnical Engineering

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    contributor authorJey K. Jeyapalan
    contributor authorJ. Michael Duncan
    contributor authorH. Bolton Seed
    date accessioned2017-05-08T20:33:07Z
    date available2017-05-08T20:33:07Z
    date copyrightDecember 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A2%28172%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19328
    description abstractA characteristic common to most mine tailings dam failures is that the tailings tend to liquefy and flow over substantial distances, with potential for extensive damage to property and life. The existence of these potentially hazardous earth structures is of great concern to the public and to the mining industries. In order to be able to assess the potential for damage in case of such a failure, it is necessary to be able to predict the characteristics of the flow and the possible extent of flood movement. A companion paper to this illustrated the various analytical procedures that have been developed for this purpose. The present paper describes a series of flume experiments that were conducted to check the validity of these analysis procedures. In light of the good agreement observed, the results of the analyses are then compared with flow movements observed in several case studies where failures have occurred.
    publisherAmerican Society of Civil Engineers
    titleInvestigation of Flow Failures of Tailings Dams
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:2(172)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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