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    Deformation of Coal Fouled Ballast Stabilized with Geogrid under Cyclic Load

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 008
    Author:
    Buddhima
    ,
    Indraratna
    ,
    Ngoc Trung
    ,
    Ngo
    ,
    Cholachat
    ,
    Rujikiatkamjorn
    DOI: 10.1061/(ASCE)GT.1943-5606.0000864
    Publisher: American Society of Civil Engineers
    Abstract: This 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
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      Deformation of Coal Fouled Ballast Stabilized with Geogrid under Cyclic Load

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/62682
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    • Journal of Geotechnical and Geoenvironmental Engineering

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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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    DSpace software copyright © 2002-2015  DuraSpace
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