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contributor authorHani Ghiabi
contributor authorA. P. Selvadurai
date accessioned2017-05-08T21:32:07Z
date available2017-05-08T21:32:07Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%291532-3641%282009%299%3A1%281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55180
description abstractThe time-dependent mechanical response of an artificial granular medium consisting of glass beads is experimentally examined by performing one-dimensional creep tests on both saturated and dry specimens. The time-dependent compression of the oedometric sample, which is related to the internal rearrangement of the granular assembly, is modeled using an elastic-viscoplastic strain hardening constitutive model. The procedures used to identify the parameters defining the model are discussed; the incremental strain of the material is decomposed into reversible elastic and irreversible creep components. Finally, the capabilities of the proposed model in predicting the time-dependent response of the material are investigated through a comparison between experimental results and analogous results derived from computational modeling.
publisherAmerican Society of Civil Engineers
titleTime-Dependent Mechanical Behavior of a Granular Medium Used in Laboratory Investigations
typeJournal Paper
journal volume9
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)1532-3641(2009)9:1(1)
treeInternational Journal of Geomechanics:;2009:;Volume ( 009 ):;issue: 001
contenttypeFulltext


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