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dc.contributor.authorLin, Xing-Tao
dc.contributor.authorZeng, Hui
dc.contributor.authorLin, Qi-Rui
dc.contributor.authorChen, Rui-Di
dc.contributor.authorChen, Xiangsheng
dc.date.accessioned2026-08-20T21:08:18Z
dc.date.available2026-08-20T21:08:18Z
dc.date.copyright2026/04/22
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12750.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314007
dc.description.abstractAbstract Determining the variation of earth pressure around a tunnel is crucial for its structural safety. This paper adopts the FEM to investigate the negative soil arching effect caused by the floating of a rectangular tunnel (RT) and a circular tunnel ...
dc.publisherAmerican Society of Civil Engineers
dc.titleNegative Soil Arching Effect Caused by the Floating of Rectangular and Circular Tunnels and the Calculation of Overlying Earth Pressure Distribution
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue7
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12750
dc.journal.fristpage04026114-1
dc.journal.lastpage04026114-12
dc.page12
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007
dc.contenttypeFulltext


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