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dc.contributor.authorWang, Wenpo
dc.contributor.authorLiu, Hongfeng
dc.contributor.authorFeng, Qianshuo
dc.contributor.authorFeng, Guishuai
dc.contributor.authorChuai, Minzhao
dc.contributor.authorYang, Bicheng
dc.date.accessioned2026-08-20T21:09:22Z
dc.date.available2026-08-20T21:09:22Z
dc.date.copyright2026/04/28
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12801.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314039
dc.description.abstractAbstract In this study, a novel analytical model was developed to assess the stability of rectangular shield tunnel faces in undrained clay. The model introduced an improved three-dimensional failure mechanism, which was formulated by comparing numerical ...
dc.publisherAmerican Society of Civil Engineers
dc.titleStability Analysis of the Rectangular Shield Tunnel Faces in Undrained Clay
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue7
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12801
dc.journal.fristpage04026119-1
dc.journal.lastpage04026119-15
dc.page15
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007
dc.contenttypeFulltext


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