Mesoscale Investigation of Anisotropic Shear Failure Mechanisms in Cemented Soil–Rock Mixtures Using 3D DEM Approach

dc.contributor.author	Zhao, Guangsi
dc.contributor.author	Yuan, Hangdong
dc.contributor.author	Ren, Minghui
dc.contributor.author	Liu, Lulu
dc.contributor.author	Liu, Xiaoyan
dc.date.accessioned	2026-08-20T21:09:41Z
dc.date.available	2026-08-20T21:09:41Z
dc.date.copyright	2026/06/10
dc.date.issued	2026
dc.identifier.other	IJGNAI.GMENG-12825.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314044
dc.description.abstract	Abstract Cemented soil–rock mixtures (CSRMs) consist of a bonded soil matrix embedded with rigid rock blocks. The shear behavior exhibits pronounced anisotropy depending on block geometry and orientation. In this study, a three-dimensional (3D) ...
dc.publisher	American Society of Civil Engineers
dc.title	Mesoscale Investigation of Anisotropic Shear Failure Mechanisms in Cemented Soil–Rock Mixtures Using 3D DEM Approach
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-12825
dc.journal.fristpage	04026160-1
dc.journal.lastpage	04026160-15
dc.page	15
dc.tree	International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008
dc.contenttype	Fulltext