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    Relationship Between Compacted Rockfill Density and Gradation

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 012
    Author:
    Gordon M. Matheson
    DOI: 10.1061/(ASCE)0733-9410(1986)112:12(1119)
    Publisher: American Society of Civil Engineers
    Abstract: The potential settlement of rockfill has been related to the gradation of the rockfill materials being utilized. No data has been published, however, which present criteria to differentiate the characteristics of rockfill of different gradations. Field data presented in this paper indicates that a transition is present from rockfill with most large particles in point-to-point contact to rockfill with most large particles encased in finer material at approximately 20 to 30 percent of the rockfill material passing the #4 sieve.
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      Relationship Between Compacted Rockfill Density and Gradation

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    contributor authorGordon M. Matheson
    date accessioned2017-05-08T20:34:11Z
    date available2017-05-08T20:34:11Z
    date copyrightDecember 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A12%281119%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19856
    description abstractThe potential settlement of rockfill has been related to the gradation of the rockfill materials being utilized. No data has been published, however, which present criteria to differentiate the characteristics of rockfill of different gradations. Field data presented in this paper indicates that a transition is present from rockfill with most large particles in point-to-point contact to rockfill with most large particles encased in finer material at approximately 20 to 30 percent of the rockfill material passing the #4 sieve.
    publisherAmerican Society of Civil Engineers
    titleRelationship Between Compacted Rockfill Density and Gradation
    typeJournal Paper
    journal volume112
    journal issue12
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:12(1119)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 012
    contenttypeFulltext
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