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Effects of Triaxial Sample Scaling on the Mechanical Behavior of Alluvial Gravels

dc.contributor.authorGirumugisha, Gilbert
dc.contributor.authorOvalle, Carlos
dc.contributor.authorReith, Holger
dc.contributor.authorStutz, Hans Henning
dc.date.accessioned2026-08-20T10:57:26Z
dc.date.available2026-08-20T10:57:26Z
dc.date.copyright2025/10/27
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13923.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311494
dc.description.abstractAbstractIn practical engineering, mechanical characterization of coarse gravels is usually performed on small-scale specimens, where the maximum particle size is limited to fit the material in standard testing devices. This implies altering the original ...
dc.publisherAmerican Society of Civil Engineers
dc.titleEffects of Triaxial Sample Scaling on the Mechanical Behavior of Alluvial Gravels
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue1
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13923
dc.journal.fristpage04025166-1
dc.journal.lastpage04025166-14
dc.page14
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 001
dc.contenttypeFulltext


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