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dc.contributor.authorMohammad Hassan Baziar
dc.contributor.authorMohammad Hossein Mollahassani Lashkajani
dc.date.accessioned2024-12-24T10:28:55Z
dc.date.available2024-12-24T10:28:55Z
dc.date.copyright7/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherIJGNAI.GMENG-8885.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299001
dc.description.abstractA series of strain-controlled cyclic triaxial tests were performed on Firoozkuh sand‒silt mixtures with wide ranges of fines content (FC), relative density (Dr), and effective confining stress (
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of the Interaction of Fines and Granular Particles on Cyclic Liquefaction Resistance Using the Equivalent Granular Void Ratio and Capacity Energy Approach
dc.typeJournal Article
dc.journal.volume24
dc.journal.issue7
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-8885
dc.journal.fristpage04024124-1
dc.journal.lastpage04024124-12
dc.page12
dc.treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007
dc.contenttypeFulltext


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