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contributor authorMa, Fan
contributor authorMa, WenGuo
contributor authorZhang, Gang
contributor authorWang, LiYe
date accessioned2026-08-20T21:10:29Z
date available2026-08-20T21:10:29Z
date copyright2026/06/01
date issued2026
identifier otherIJGNAI.GMENG-13213.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314065
description abstractAbstract This study presents a constitutive model developed to accurately predict the mechanical behavior of saturated soils, applicable to both overconsolidated clay and dense sand. The CASM-d model integrates key features of the clay and sand model (...
publisherAmerican Society of Civil Engineers
titleUnified Constitutive Model for Overconsolidated Clay and Sand: CASM-d
typeJournal Article
journal volume26
journal issue8
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-13213
journal fristpage04026145-1
journal lastpage04026145-15
page15
treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008
contenttypeFulltext


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