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    Behavior of Fresh and Fouled Railway Ballast Subjected to Direct Shear Testing: Discrete Element Simulation

    Source: International Journal of Geomechanics:;2014:;Volume ( 014 ):;issue: 001
    Author:
    Buddhima
    ,
    Indraratna
    ,
    Ngoc Trung
    ,
    Ngo
    ,
    Cholachat
    ,
    Rujikiatkamjorn
    ,
    J. S.
    ,
    Vinod
    DOI: 10.1061/(ASCE)GM.1943-5622.0000264
    Publisher: American Society of Civil Engineers
    Abstract: This 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 (
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      Behavior of Fresh and Fouled Railway Ballast Subjected to Direct Shear Testing: Discrete Element Simulation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61666
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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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    DSpace software copyright © 2002-2015  DuraSpace
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