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dc.contributor.authorWang, Xiaorui
dc.contributor.authorZhang, Qinghe
dc.contributor.authorYuan, Liang
dc.contributor.authorMu, Chaomin
dc.contributor.authorWei, Chunxu
dc.contributor.authorWang, Ying
dc.contributor.authorLi, Weiguo
dc.date.accessioned2026-08-20T11:19:42Z
dc.date.available2026-08-20T11:19:42Z
dc.date.copyright2025/07/29
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11178.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312036
dc.description.abstractAbstract In this study, an improved Johnson–Holmquist rock blasting damage model was established through field tests and numerical simulations, and the model parameters were verified by comparing with the results of single-hole blasting and Brazilian ...
dc.publisherAmerican Society of Civil Engineers
dc.titleDynamic Response of Deep-Buried Tunnel Rock under Coupled In Situ Stress and Blast Loading
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue10
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11178
dc.journal.fristpage04025216-1
dc.journal.lastpage04025216-16
dc.page16
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
dc.contenttypeFulltext


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