Study of the Failure Mechanism of a Tunnel Reinforced with a Petal-Shaped Grouting Layer Based on the Upper-Bound Method

dc.contributor.author	Feng, Tugen
dc.contributor.author	Chen, Ziang
dc.contributor.author	Zhang, Jian
dc.contributor.author	Zhang, Yongjuan
dc.contributor.author	Sun, Rui
dc.date.accessioned	2026-08-20T11:55:20Z
dc.date.available	2026-08-20T11:55:20Z
dc.date.copyright	2025/09/26
dc.date.issued	2025
dc.identifier.other	IJGNAI.GMENG-11687.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4312848
dc.description.abstract	Abstract During shield tunnel construction, tunnel stability and surface settlement deformation are often improved by backfill grouting; thus, studying the failure mechanisms of grout-reinforced tunnels is significant for evaluating their stability in ...
dc.publisher	American Society of Civil Engineers
dc.title	Study of the Failure Mechanism of a Tunnel Reinforced with a Petal-Shaped Grouting Layer Based on the Upper-Bound Method
dc.type	Journal Article
dc.journal.volume	25
dc.journal.issue	12
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-11687
dc.journal.fristpage	04025278-1
dc.journal.lastpage	04025278-18
dc.page	18
dc.tree	International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
dc.contenttype	Fulltext