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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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