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    Failure of Cyanide Overflow Pond Dam

    Source: Journal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 001
    Author:
    Gerald A. Leonards
    ,
    Richard J. Deschamps
    DOI: 10.1061/(ASCE)0887-3828(1998)12:1(3)
    Publisher: American Society of Civil Engineers
    Abstract: An overflow pond dam at a gold mine in South Carolina failed in October 1990 approximately 2 weeks after an exceptionally large rainstorm produced more than 280 mm (11 in.) of rain in 1 day (>>2,500-year event). The pond contained a cyanide leaching solution used to extract gold from low-grade ore. The pond was lined with two geomembranes separated by a geodrain intended to serve as a leak detection system. A detailed investigation attributed the failure to internal erosion within the dam that resulted from uncontrolled natural ground-water seepage occurring below the dam. The dam was constructed of gap-graded rockfill containing significant portions of highly erodible fines. Shortcomings in the design and in the construction procedures that contributed to the failure are identified and discussed.
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      Failure of Cyanide Overflow Pond Dam

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44143
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    contributor authorGerald A. Leonards
    contributor authorRichard J. Deschamps
    date accessioned2017-05-08T21:14:47Z
    date available2017-05-08T21:14:47Z
    date copyrightFebruary 1998
    date issued1998
    identifier other%28asce%290887-3828%281998%2912%3A1%283%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44143
    description abstractAn overflow pond dam at a gold mine in South Carolina failed in October 1990 approximately 2 weeks after an exceptionally large rainstorm produced more than 280 mm (11 in.) of rain in 1 day (>>2,500-year event). The pond contained a cyanide leaching solution used to extract gold from low-grade ore. The pond was lined with two geomembranes separated by a geodrain intended to serve as a leak detection system. A detailed investigation attributed the failure to internal erosion within the dam that resulted from uncontrolled natural ground-water seepage occurring below the dam. The dam was constructed of gap-graded rockfill containing significant portions of highly erodible fines. Shortcomings in the design and in the construction procedures that contributed to the failure are identified and discussed.
    publisherAmerican Society of Civil Engineers
    titleFailure of Cyanide Overflow Pond Dam
    typeJournal Paper
    journal volume12
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(1998)12:1(3)
    treeJournal of Performance of Constructed Facilities:;1998:;Volume ( 012 ):;issue: 001
    contenttypeFulltext
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