Dilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line

dc.contributor.author	Shi, Zhenhao
dc.contributor.author	Tu, Zizhen
dc.contributor.author	Qian, Jiangu
dc.contributor.author	Huang, Da
dc.date.accessioned	2026-08-20T21:00:53Z
dc.date.available	2026-08-20T21:00:53Z
dc.date.copyright	2026/03/12
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-12502.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313818
dc.description.abstract	Abstract This study investigates the dilatancy behavior of normally consolidated reconstituted clays. Comprehensive laboratory tests were conducted on deep Shanghai clay to investigate its mechanical behavior. The test results were compared with test ...
dc.publisher	American Society of Civil Engineers
dc.title	Dilatancy Behavior of Normally Consolidated Reconstituted Clays: A Novel Constitutive Model Based on Bounding Compression Line
dc.type	Journal Article
dc.journal.volume	26
dc.journal.issue	5
dc.journal.title	International Journal of Geomechanics
dc.identifier.doi	10.1061/IJGNAI.GMENG-12502
dc.journal.fristpage	04026081-1
dc.journal.lastpage	04026081-11
dc.page	11
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
dc.contenttype	Fulltext