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    Critical Reappraisal of Plasticity Index of Soils

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    T. S. Nagaraj
    ,
    M. S. Jayadeva
    DOI: 10.1061/(ASCE)0733-9410(1983)109:7(994)
    Publisher: American Society of Civil Engineers
    Abstract: A fundamental approach, based on Gouy-Chapman theory of double layer, has been provided to micromechanistically interpret the plasticity index of soils and their relationship with liquid limit. The relationships between plasticity index and liquid limit, developed earlier, through statistical approaches and critical state concepts, have been reexamined. The statistical analysis of extensive published data has resulted in the relationship, I
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      Critical Reappraisal of Plasticity Index of Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19429
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    contributor authorT. S. Nagaraj
    contributor authorM. S. Jayadeva
    date accessioned2017-05-08T20:33:21Z
    date available2017-05-08T20:33:21Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9410%281983%29109%3A7%28994%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19429
    description abstractA fundamental approach, based on Gouy-Chapman theory of double layer, has been provided to micromechanistically interpret the plasticity index of soils and their relationship with liquid limit. The relationships between plasticity index and liquid limit, developed earlier, through statistical approaches and critical state concepts, have been reexamined. The statistical analysis of extensive published data has resulted in the relationship, I
    publisherAmerican Society of Civil Engineers
    titleCritical Reappraisal of Plasticity Index of Soils
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1983)109:7(994)
    treeJournal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
    contenttypeFulltext
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