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contributor authorQi, Yuanchun
contributor authorVakis, Antonis I.
contributor authorLoukidis, Dimitrios
date accessioned2026-08-20T10:57:46Z
date available2026-08-20T10:57:46Z
date copyright2025/12/08
date issued2026
identifier otherJGGEFK.GTENG-13976.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311501
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 ...
publisherAmerican Society of Civil Engineers
titleModeling Cyclic Volumetric Strain Accumulation in Sand under Drained Simple Shear Conditions
typeJournal Article
journal volume152
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/JGGEFK.GTENG-13976
journal fristpage04025192-1
journal lastpage04025192-16
page16
treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 002
contenttypeFulltext


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