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dc.contributor.authorWang, Qiuzhe
dc.contributor.authorBai, Xiaoxiao
dc.contributor.authorZhao, Ronghua
dc.contributor.authorLu, Qingrui
dc.contributor.authorZhao, Kai
dc.contributor.authorChen, Guoxing
dc.date.accessioned2026-08-20T12:24:05Z
dc.date.available2026-08-20T12:24:05Z
dc.date.copyright2026/01/13
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-12110.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313426
dc.description.abstractAbstract With an algorithm for equivalent shear strain and a loading–unloading criterion, the Davidenkov constitutive model is formulated in three-dimensional stress space. A method for effective stress analysis to capture soil–structure interaction in ...
dc.publisherAmerican Society of Civil Engineers
dc.titleA Fully Coupled Flow Deformation Model for Seismic Response Analysis of Underground Structures in Liquefiable Sites
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue3
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-12110
dc.journal.fristpage04026015-1
dc.journal.lastpage04026015-11
dc.page11
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003
dc.contenttypeFulltext


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