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dc.contributor.authorZhang, Min
dc.contributor.authorWang, Juan
dc.contributor.authorYang, Zhenxing
dc.contributor.authorWen, Sen
dc.contributor.authorFeng, Jinhua
dc.contributor.authorGuo, Dehui
dc.date.accessioned2026-08-20T11:30:18Z
dc.date.available2026-08-20T11:30:18Z
dc.date.copyright2025/10/08
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11341.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312293
dc.description.abstractAbstract The presence of principal stress rotation (PSR) in granular materials is a significant signature for engineering practices such as slopes, caverns, and silos. Multiscale modeling of granular behavior generally features scaled-up particles. Yet, ... Practical Applications The presence of principal stress rotation (PSR) plays a crucial role in the mechanical behavior of granular materials encountered in various engineering applications, such as silos, slopes, and underground caverns. In large-scale ...
dc.publisherAmerican Society of Civil Engineers
dc.titleRole of Scaling Up Particle Size in Principal Stress Rotation under Simple Shear
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue12
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11341
dc.journal.fristpage04025283-1
dc.journal.lastpage04025283-16
dc.page16
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
dc.contenttypeFulltext


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