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    Resilient Modulus Modeling with Information Theory Approach

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 004
    Author:
    Ali
    ,
    Shaqlaih
    ,
    Luther
    ,
    White
    ,
    Musharraf
    ,
    Zaman
    DOI: 10.1061/(ASCE)GM.1943-5622.0000221
    Publisher: American Society of Civil Engineers
    Abstract: Statistical models have been developed to correlate resilient modulus with routine properties of subgrade soils and state of stress for pavement design application. An information theory approach is taken as a method in ranking models. This approach is compared with the
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      Resilient Modulus Modeling with Information Theory Approach

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/61624
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    contributor authorAli
    contributor authorShaqlaih
    contributor authorLuther
    contributor authorWhite
    contributor authorMusharraf
    contributor authorZaman
    date accessioned2017-05-08T21:45:34Z
    date available2017-05-08T21:45:34Z
    date copyrightAugust 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000234.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61624
    description abstractStatistical models have been developed to correlate resilient modulus with routine properties of subgrade soils and state of stress for pavement design application. An information theory approach is taken as a method in ranking models. This approach is compared with the
    publisherAmerican Society of Civil Engineers
    titleResilient Modulus Modeling with Information Theory Approach
    typeJournal Paper
    journal volume13
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000221
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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