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dc.contributor.authorLiu, Xue-Yan
dc.contributor.authorTang, Yu-Xiao
dc.contributor.authorMa, Chao
dc.contributor.authorZheng, Hao-Tian
dc.contributor.authorLiu, Wen
dc.contributor.authorGuo, Yan-Gui
dc.date.accessioned2026-08-20T10:51:27Z
dc.date.available2026-08-20T10:51:27Z
dc.date.copyright2025/06/11
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-10556.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311359
dc.description.abstractAbstract Triaxial tests were conducted to investigate the effects of stress path and orientation on natural fiber–reinforced sand. Four stress paths were employed, including the conventional triaxial compression (CTC) test, reduced axial pressure ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStress Path and Orientation Effects on Natural Fiber–Reinforced Sand
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue8
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10556
dc.journal.fristpage04025168-1
dc.journal.lastpage04025168-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
dc.contenttypeFulltext


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