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dc.contributor.authorDeng, Ke
dc.contributor.authorMeng, Xiaoyan
dc.contributor.authorFan, Yong
dc.contributor.authorYang, Guangdong
dc.contributor.authorChen, Ming
dc.contributor.authorLu, Wenbo
dc.date.accessioned2026-08-20T11:23:20Z
dc.date.available2026-08-20T11:23:20Z
dc.date.copyright2025/10/22
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-11219.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312125
dc.description.abstractAbstract Strong blasting disturbance caused by blasting load and high in situ stress is a key problem for weak and broken rock excavation in underground tunnels. Advanced grouting can help control rock blasting damage. However, the effect of in situ ...
dc.publisherAmerican Society of Civil Engineers
dc.titleCoupling Effect of In Situ Stress and Blasting Load on the Influence Range of Grouted Rock
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue1
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11219
dc.journal.fristpage04025300-1
dc.journal.lastpage04025300-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001
dc.contenttypeFulltext


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