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dc.contributor.authorQi, Yuanchun
dc.contributor.authorVakis, Antonis I.
dc.contributor.authorLoukidis, Dimitrios
dc.date.accessioned2026-08-20T10:57:46Z
dc.date.available2026-08-20T10:57:46Z
dc.date.copyright2025/12/08
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13976.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311501
dc.description.abstractAbstractThis study presents a critical state two-surface plasticity model formulated such that it accurately simulates the volumetric behavior of sands under drained cyclic simple shear (CSS) loading. The model is based on critical state theory and ...Practical ApplicationsUnder drained cyclic loading conditions, sands experience progressive and irreversible settlement, potentially undermining the stability and serviceability of overlying infrastructure. Accurate prediction of such cumulative ...
dc.publisherAmerican Society of Civil Engineers
dc.titleModeling Cyclic Volumetric Strain Accumulation in Sand under Drained Simple Shear Conditions
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue2
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13976
dc.journal.fristpage04025192-1
dc.journal.lastpage04025192-16
dc.page16
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 002
dc.contenttypeFulltext


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