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dc.contributor.authorShrivastava, Shubham
dc.contributor.authorDeb, Debasis
dc.date.accessioned2026-08-20T10:46:57Z
dc.date.available2026-08-20T10:46:57Z
dc.date.copyright2025/11/27
dc.date.issued2026
dc.identifier.otherIJGNAI.GMENG-10279.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311248
dc.description.abstractAbstract The stripping ratio increases as the surface mine gets deeper, causing an increase in the height of waste dump slopes. This threatens stability since dumps are composed of soil–rock mixtures, mostly in an unsaturated state. In this research, ... Practical Applications Massive waste rock dumps at surface mines can become unstable as the volume increases, but analyzing the strength of the material deep inside is difficult, expensive, and potentially unsafe. This study presents a new, cost-...
dc.publisherAmerican Society of Civil Engineers
dc.titlePorosity–Height Relationship of Unsaturated Soil–Rock Mixtures Based on Field and Laboratory Investigations
dc.typeJournal Article
dc.journal.volume26
dc.journal.issue2
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10279
dc.journal.fristpage04025340-1
dc.journal.lastpage04025340-13
dc.page13
dc.treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002
dc.contenttypeFulltext


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