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dc.contributor.authorSong, Qiyu
dc.contributor.authorZhang, Mengxi
dc.contributor.authorWu, Huiming
dc.date.accessioned2026-08-20T11:03:36Z
dc.date.available2026-08-20T11:03:36Z
dc.date.copyright2025/08/19
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-10894.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311637
dc.description.abstractAbstract On the basis of silo theory, the limit equilibrium method, and the soil arch effect, an irregular inverted truncated pyramid wedge body model is proposed to address asymmetric jacking force and overexcavation issues in curved tunnels. Analytical ...
dc.publisherAmerican Society of Civil Engineers
dc.titleAnalysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue11
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10894
dc.journal.fristpage04025236-1
dc.journal.lastpage04025236-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011
dc.contenttypeFulltext


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