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    Dual-Weight Fall Cone Method for Simultaneous Liquid and Plastic Limit Determination

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author:
    Landris T. Lee Jr.
    ,
    Reed B. Freeman
    DOI: 10.1061/(ASCE)1090-0241(2009)135:1(158)
    Publisher: American Society of Civil Engineers
    Abstract: Simultaneously assessing liquid limit and plastic limit using a single laboratory test procedure and comparing the results to the standard test methods has not been noted in the published literature. This paper describes an innovative empirical approach that yields Atterberg limit values utilizing a dual-weight fall cone procedure and compares the values with those obtained by traditional Atterberg limits tests.
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      Dual-Weight Fall Cone Method for Simultaneous Liquid and Plastic Limit Determination

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53440
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    contributor authorLandris T. Lee Jr.
    contributor authorReed B. Freeman
    date accessioned2017-05-08T21:29:23Z
    date available2017-05-08T21:29:23Z
    date copyrightJanuary 2009
    date issued2009
    identifier other%28asce%291090-0241%282009%29135%3A1%28158%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53440
    description abstractSimultaneously assessing liquid limit and plastic limit using a single laboratory test procedure and comparing the results to the standard test methods has not been noted in the published literature. This paper describes an innovative empirical approach that yields Atterberg limit values utilizing a dual-weight fall cone procedure and compares the values with those obtained by traditional Atterberg limits tests.
    publisherAmerican Society of Civil Engineers
    titleDual-Weight Fall Cone Method for Simultaneous Liquid and Plastic Limit Determination
    typeJournal Paper
    journal volume135
    journal issue1
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2009)135:1(158)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 001
    contenttypeFulltext
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