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    Evaluation of the Parameters Influencing Self-Healing in Earth Dams

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    Author:
    Sai Kakuturu
    ,
    Lakshmi N. Reddi
    DOI: 10.1061/(ASCE)1090-0241(2006)132:7(879)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the experimental methods developed to understand the self-healing or progressive erosion of core cracks in earth dams. Concentrated leaks through two types of core cracks are simulated experimentally in flow cells of different configurations. Results of experimental investigations indicate that the current empirical filter criterion for base soils with fines content more than 85%, which stipulates that
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      Evaluation of the Parameters Influencing Self-Healing in Earth Dams

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52947
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    contributor authorSai Kakuturu
    contributor authorLakshmi N. Reddi
    date accessioned2017-05-08T21:28:36Z
    date available2017-05-08T21:28:36Z
    date copyrightJuly 2006
    date issued2006
    identifier other%28asce%291090-0241%282006%29132%3A7%28879%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52947
    description abstractThis paper describes the experimental methods developed to understand the self-healing or progressive erosion of core cracks in earth dams. Concentrated leaks through two types of core cracks are simulated experimentally in flow cells of different configurations. Results of experimental investigations indicate that the current empirical filter criterion for base soils with fines content more than 85%, which stipulates that
    publisherAmerican Society of Civil Engineers
    titleEvaluation of the Parameters Influencing Self-Healing in Earth Dams
    typeJournal Paper
    journal volume132
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2006)132:7(879)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2006:;Volume ( 132 ):;issue: 007
    contenttypeFulltext
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