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dc.contributor.authorZhou, Huanzhu
dc.contributor.authorLiu, Shengan
dc.contributor.authorLi, Bin
dc.contributor.authorChen, Weiyun
dc.contributor.authorSu, Lei
dc.contributor.authorZheng, Jun-jie
dc.contributor.authorZheng, Yewei
dc.date.accessioned2026-08-20T12:05:18Z
dc.date.available2026-08-20T12:05:18Z
dc.date.copyright2025/09/23
dc.date.issued2025
dc.identifier.otherIJGNAI.GMENG-11870.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313081
dc.description.abstractAbstract The immersed tunnels of Hong Kong–Zhuhai–Macao Bridge and the Shenzhen–Zhongshan Channel have lengths up to 6–7 km along the longitudinal direction and cross several soil regions. The traveling wave effect is observed in these long immersed ...
dc.publisherAmerican Society of Civil Engineers
dc.titleAnalytical Model of the Dynamic Response of a Long Immersed Tunnel through Various Soil Regions Considering the Traveling Wave Effect
dc.typeJournal Article
dc.journal.volume25
dc.journal.issue12
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-11870
dc.journal.fristpage04025267-1
dc.journal.lastpage04025267-14
dc.page14
dc.treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
dc.contenttypeFulltext


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