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dc.contributor.authorJiang, Mingdong
dc.contributor.authorHu, Zheng
dc.date.accessioned2026-08-20T20:52:34Z
dc.date.available2026-08-20T20:52:34Z
dc.date.copyright2025/12/23
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12326.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313607
dc.description.abstractAbstract This study investigates the roles of the intermediate principal stress ratio (b) and particle size distribution (PSD) in governing the critical state behavior of granular soils using the discrete element method (DEM). A series of π-plane ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDEM Investigation of the Critical State Behavior of Granular Soils: Effect of Intermediate Principal Stress and Particle Size Distribution
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue3
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12326
dc.journal.fristpage04025370-1
dc.journal.lastpage04025370-12
dc.page12
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
dc.contenttypeFulltext


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