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dc.contributor.authorJana, Amalesh
dc.contributor.authorStuedlein, Armin W.
dc.date.accessioned2026-08-20T10:56:03Z
dc.date.available2026-08-20T10:56:03Z
dc.date.copyright2025/09/19
dc.date.issued2025
dc.identifier.otherJGGEFK.GTENG-13721.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311463
dc.description.abstractAbstractThis study outlines a probabilistic cyclic shear strain-based procedure for the determination of the minimum shear strain, γcl, required to initiate liquefaction in gravelly soils. The proposed formulation accounts for the influence of void ratio ...
dc.publisherAmerican Society of Civil Engineers
dc.titleExcess Pore Pressure Generation and Liquefaction of Gravelly Soil
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue12
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13721
dc.journal.fristpage04025148-1
dc.journal.lastpage04025148-20
dc.page20
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 012
dc.contenttypeFulltext


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