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dc.contributor.authorChen, Hai-jun
dc.contributor.authorZuo, Shuang-ying
dc.contributor.authorHe, Xing
dc.date.accessioned2026-08-20T11:23:49Z
dc.date.available2026-08-20T11:23:49Z
dc.date.copyright2025/07/10
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11220.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312136
dc.description.abstractAbstract The interlayer plane denotes the relatively weak layer within the stratified rock mass, which significantly impacts the overall rigidity, strength, and stability of the tunnel roof. In this paper, based on the failure modes of tunnel roofs in a ... Practical Applications The results of the experiment show that during the deformation and failure of the roof of the tunnel cavity, the roof of the upper layer bonding strength is easy to bend along the midspan section, while the roof of the lower layer ...
dc.publisherAmerican Society of Civil Engineers
dc.titleMechanical Model and Experimental Verification of Horizontally Layered Rock Beams for a Tunnel Roof with Different Bonding Strengths between the Layers
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue9
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11220
dc.journal.fristpage04025199-1
dc.journal.lastpage04025199-14
dc.page14
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
dc.contenttypeFulltext


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