Unified Constitutive Model for Overconsolidated Clay and Sand: CASM-d

dc.contributor.author	Ma, Fan
dc.contributor.author	Ma, WenGuo
dc.contributor.author	Zhang, Gang
dc.contributor.author	Wang, LiYe
dc.date.accessioned	2026-08-20T21:10:29Z
dc.date.available	2026-08-20T21:10:29Z
dc.date.copyright	2026/06/01
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-13213.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314065
dc.description.abstract	Abstract 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 (...
dc.publisher	American Society of Civil Engineers
dc.title	Unified Constitutive Model for Overconsolidated Clay and Sand: CASM-d
dc.type	Journal Article
dc.journal.volume	26
dc.journal.issue	8
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-13213
dc.journal.fristpage	04026145-1
dc.journal.lastpage	04026145-15
dc.page	15
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008
dc.contenttype	Fulltext