Effect of a Vertical Surface Crack on the Stability of a Tunnel Embedded in Spatially Varying Cohesive Soil

dc.contributor.author	Mishra, Pratishtha
dc.contributor.author	Chakraborty, Debarghya
dc.date.accessioned	2026-08-20T20:55:46Z
dc.date.available	2026-08-20T20:55:46Z
dc.date.copyright	2025/12/16
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-12365.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313685
dc.description.abstract	Abstract This study aims to assess the stability of a tunnel of diameter D embedded at different depths H in the presence of a fine or a separated vertical surface crack in spatially varying cohesive soil. The effect of varying depth of a crack (dc/D) at ... Practical Applications Tunnels are the geostructures of prime importance, and it is imperative to examine the stability of tunnels in different physical conditions. Tunnels built in unmitigated, heterogeneous soil may undergo soil displacement from less ...
dc.publisher	American Society of Civil Engineers
dc.title	Effect of a Vertical Surface Crack on the Stability of a Tunnel Embedded in Spatially Varying Cohesive Soil
dc.type	Journal Article
dc.journal.volume	26
dc.journal.issue	3
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-12365
dc.journal.fristpage	04025362-1
dc.journal.lastpage	04025362-17
dc.page	17
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
dc.contenttype	Fulltext