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contributor authorBuddhima
contributor authorIndraratna
contributor authorNgoc Trung
contributor authorNgo
contributor authorCholachat
contributor authorRujikiatkamjorn
date accessioned2017-05-08T21:47:58Z
date available2017-05-08T21:47:58Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29gt%2E1943-5606%2E0000881.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62682
description abstractThis paper presents the results of laboratory investigations into the deformation of coal fouled ballast stabilized with geogrid at various degrees of fouling. A novel track process simulation apparatus was used to simulate realistic rail track conditions subjected to cyclic loading, and the void contamination index (VCI) was used to evaluate the level of ballast fouling. The experimental results show that coal fines act as a lubricant, causing grains of ballast to displace and rotate, and as a result, accelerate its deformation. However, coal fines also reduce ballast breakage because of a cushioning effect, that is, by reducing interparticle attrition. The inclusion of geogrid at the interface between the layer of ballast and subballast provides additional internal confinement and particle interlocking via geogrid apertures, which reduces deformation. A threshold value of
publisherAmerican Society of Civil Engineers
titleDeformation of Coal Fouled Ballast Stabilized with Geogrid under Cyclic Load
typeJournal Paper
journal volume139
journal issue8
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0000864
treeJournal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 008
contenttypeFulltext


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