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    Filters for Silts and Clays

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author:
    James L. Sherard
    ,
    Lorn P. Dunnigan
    ,
    James R. Talbot
    DOI: 10.1061/(ASCE)0733-9410(1984)110:6(701)
    Publisher: American Society of Civil Engineers
    Abstract: An investigation was made of the filters needed in dams for fine‐grained clays and silts. The “critical” downstream filter in a central core dam should be capable of controlling and sealing a concentrated leak through the core, and should also be stable in conventional laboratory filter tests under a relatively high gradient, such as 1,000. Two different types of laboratory tests were developed to simulate the action of a critical filter (slot and slurry tests). Both gave identical and reproducible results. For fine‐grained clays a sand filter with
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      Filters for Silts and Clays

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/19589
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    contributor authorJames L. Sherard
    contributor authorLorn P. Dunnigan
    contributor authorJames R. Talbot
    date accessioned2017-05-08T20:33:41Z
    date available2017-05-08T20:33:41Z
    date copyrightJune 1984
    date issued1984
    identifier other%28asce%290733-9410%281984%29110%3A6%28701%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19589
    description abstractAn investigation was made of the filters needed in dams for fine‐grained clays and silts. The “critical” downstream filter in a central core dam should be capable of controlling and sealing a concentrated leak through the core, and should also be stable in conventional laboratory filter tests under a relatively high gradient, such as 1,000. Two different types of laboratory tests were developed to simulate the action of a critical filter (slot and slurry tests). Both gave identical and reproducible results. For fine‐grained clays a sand filter with
    publisherAmerican Society of Civil Engineers
    titleFilters for Silts and Clays
    typeJournal Paper
    journal volume110
    journal issue6
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1984)110:6(701)
    treeJournal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 006
    contenttypeFulltext
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