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contributor authorChen, Hai-jun
contributor authorZuo, Shuang-ying
contributor authorHe, Xing
date accessioned2026-08-20T11:23:49Z
date available2026-08-20T11:23:49Z
date copyright2025/07/10
date issued2025
identifier otherIJGNAI.GMENG-11220.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312136
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 ...
publisherAmerican Society of Civil Engineers
titleMechanical Model and Experimental Verification of Horizontally Layered Rock Beams for a Tunnel Roof with Different Bonding Strengths between the Layers
typeJournal Article
journal volume25
journal issue9
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-11220
journal fristpage04025199-1
journal lastpage04025199-14
page14
treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
contenttypeFulltext


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