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    Entropy and Granular Materials: Model

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 006
    Author:
    Colin B. Brown
    DOI: 10.1061/(ASCE)0733-9399(2000)126:6(599)
    Publisher: American Society of Civil Engineers
    Abstract: The macrostructure of a granular material is treated as an ensemble of microstates of like spheres where each microstate is identified by a coordination number and a corresponding porosity. The probability of occurrence of these finite numbers of microstates is constrained by measurable information concerning the macrostate and described by maximizing the information entropy subject to these constraints and the axioms of probability theory. The macrostate behavior is then deduced from the probabilities of occurrence of the microstates and their mechanical performance. Existing observations of phenomena in granular media as related to soils and liquids are discussed and explained in light of the proposed entropy maximization scheme. Critical tests to examine the viability of the entropy model are proposed.
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      Entropy and Granular Materials: Model

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    contributor authorColin B. Brown
    date accessioned2017-05-08T22:39:17Z
    date available2017-05-08T22:39:17Z
    date copyrightJune 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A6%28599%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85207
    description abstractThe macrostructure of a granular material is treated as an ensemble of microstates of like spheres where each microstate is identified by a coordination number and a corresponding porosity. The probability of occurrence of these finite numbers of microstates is constrained by measurable information concerning the macrostate and described by maximizing the information entropy subject to these constraints and the axioms of probability theory. The macrostate behavior is then deduced from the probabilities of occurrence of the microstates and their mechanical performance. Existing observations of phenomena in granular media as related to soils and liquids are discussed and explained in light of the proposed entropy maximization scheme. Critical tests to examine the viability of the entropy model are proposed.
    publisherAmerican Society of Civil Engineers
    titleEntropy and Granular Materials: Model
    typeJournal Paper
    journal volume126
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:6(599)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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