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dc.contributor.authorYan, Zhu
dc.contributor.authorZaoui, Ali
dc.contributor.authorSekkal, Wassila
dc.date.accessioned2026-08-20T11:56:17Z
dc.date.available2026-08-20T11:56:17Z
dc.date.copyright2026/02/20
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-11707.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312870
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDirect Shear Test with a Breakable Cluster-Based Model of Ballast Structure for Railway Application
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue5
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11707
dc.journal.fristpage04026066-1
dc.journal.lastpage04026066-9
dc.page9
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
dc.contenttypeFulltext


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