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contributor authorBuddhima
contributor authorIndraratna
contributor authorNgoc Trung
contributor authorNgo
contributor authorCholachat
contributor authorRujikiatkamjorn
contributor authorJ. S.
contributor authorVinod
date accessioned2017-05-08T21:45:41Z
date available2017-05-08T21:45:41Z
date copyrightFebruary 2014
date issued2014
identifier other%28asce%29gm%2E1943-5622%2E0000277.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61666
description abstractThis paper presents the three-dimensional discrete element method (DEM) that was used to study the shear behavior of fresh and coal fouled ballast in direct shear testing. The volumetric changes and stress-strain behavior of fresh and fouled ballast were simulated and compared with the experimental results. Clump logic in particle flow code in three dimensions (
publisherAmerican Society of Civil Engineers
titleBehavior of Fresh and Fouled Railway Ballast Subjected to Direct Shear Testing: Discrete Element Simulation
typeJournal Paper
journal volume14
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0000264
treeInternational Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 001
contenttypeFulltext


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