Show simple item record

dc.contributor.authorXia, Maozhe
dc.contributor.authorZhang, Hongjun
dc.contributor.authorLi, Haiyan
dc.contributor.authorHe, Enlei
dc.contributor.authorLi, Bingbing
dc.date.accessioned2026-08-20T11:45:22Z
dc.date.available2026-08-20T11:45:22Z
dc.date.copyright2025/10/10
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11531.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312626
dc.description.abstractAbstract In water-saturated karst environments, existing shield tunnels are under external water pressure, posing potential water inrush hazards. It is an effective method to improve the permeability of the strata near the tunnel by ground grouting. ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy of the Mechanical Influence of Ground Grouting on an Existing Shield Tunnel
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue12
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11531
dc.journal.fristpage04025289-1
dc.journal.lastpage04025289-16
dc.page16
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record