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    Direct Shear Test with a Breakable Cluster-Based Model of Ballast Structure for Railway Application

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005::page 04026066-1
    Author:
    Yan, Zhu
    ,
    Zaoui, Ali
    ,
    Sekkal, Wassila
    DOI: 10.1061/IJGNAI.GMENG-11707
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Breakage of ballast particles can significantly affect the load response behavior and field performance of ballast layers in railway track structures. However, the particle contact and the associated micromechanical behavior of the ballast layer ...
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      Direct Shear Test with a Breakable Cluster-Based Model of Ballast Structure for Railway Application

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4312870
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    • International Journal of Geomechanics

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    contributor authorYan, Zhu
    contributor authorZaoui, Ali
    contributor authorSekkal, Wassila
    date accessioned2026-08-20T11:56:17Z
    date available2026-08-20T11:56:17Z
    date copyright2026/02/20
    date issued2026
    identifier otherIJGNAI.GMENG-11707.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312870
    description abstractAbstract Breakage of ballast particles can significantly affect the load response behavior and field performance of ballast layers in railway track structures. However, the particle contact and the associated micromechanical behavior of the ballast layer ...
    publisherAmerican Society of Civil Engineers
    titleDirect Shear Test with a Breakable Cluster-Based Model of Ballast Structure for Railway Application
    typeJournal Article
    journal volume26
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11707
    journal fristpage04026066-1
    journal lastpage04026066-9
    page9
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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