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dc.contributor.authorHuang, Man
dc.contributor.authorWang, Kai
dc.contributor.authorHong, Chenjie
dc.contributor.authorTao, Zhigang
dc.contributor.authorLuo, Zhanyou
dc.contributor.authorShao, Caijun
dc.date.accessioned2026-08-20T21:11:41Z
dc.date.available2026-08-20T21:11:41Z
dc.date.copyright2024/11/12
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-9646.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314091
dc.description.abstractAbstract The shear strength criterion for sawtooth joints, which considers only the shear contribution of inclination angle and ignores the effect of height difference, requires improvement. Direct shear tests based on Bahaddini’s numerical model were ...
dc.publisherAmerican Society of Civil Engineers
dc.titleImproved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue1
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-9646
dc.journal.fristpage06024025-1
dc.journal.lastpage06024025-11
dc.page11
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001
dc.contenttypeFulltext


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