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dc.contributor.authorXiao, Yang
dc.contributor.authorZhang, Lei
dc.contributor.authorShi, Jinquan
dc.contributor.authorHu, Jian
dc.contributor.authorEvans, T. Matthew
dc.date.accessioned2026-08-20T10:53:21Z
dc.date.available2026-08-20T10:53:21Z
dc.date.copyright2025/11/10
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13150.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311398
dc.description.abstractAbstractFabric anisotropy and cementation can significantly affect the liquefaction behavior of soils. In this study, specimens with different degrees of fabric anisotropy, prepared with air pluviation (AP) and moist tamping (MT) methods, were treated ...
dc.publisherAmerican Society of Civil Engineers
dc.titleLiquefaction of EICP-Treated Sand with Fabric Anisotropy
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue1
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13150
dc.journal.fristpage04025180-1
dc.journal.lastpage04025180-12
dc.page12
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001
dc.contenttypeFulltext


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