Three-Dimensional Direct Solution Method for the Elastoplastic Analysis of Deep-Buried Soft Rock Tunnels Considering the Volumetric Force of Anchor Rods

dc.contributor.author	Zhou, Jian
dc.contributor.author	Yang, Xinan
dc.contributor.author	Ma, Mingjie
dc.contributor.author	Li, Luheng
dc.date.accessioned	2026-08-20T11:54:50Z
dc.date.available	2026-08-20T11:54:50Z
dc.date.copyright	2025/10/23
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-11684.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4312837
dc.description.abstract	Abstract The theoretical analysis of deep-buried soft rock tunnels with anchor rod support in the past generally employed simplified methods such as strength superposition or dividing anchorage zones into n microelements, which resulted in a certain ...
dc.publisher	American Society of Civil Engineers
dc.title	Three-Dimensional Direct Solution Method for the Elastoplastic Analysis of Deep-Buried Soft Rock Tunnels Considering the Volumetric Force of Anchor Rods
dc.type	Journal Article
dc.journal.volume	26
dc.journal.issue	1
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-11684
dc.journal.fristpage	04025304-1
dc.journal.lastpage	04025304-17
dc.page	17
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001
dc.contenttype	Fulltext