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    Porosity–Height Relationship of Unsaturated Soil–Rock Mixtures Based on Field and Laboratory Investigations

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002::page 04025340-1
    Author:
    Shrivastava, Shubham
    ,
    Deb, Debasis
    DOI: 10.1061/IJGNAI.GMENG-10279
    Publisher: American Society of Civil Engineers
    Abstract: Abstract 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-...
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      Porosity–Height Relationship of Unsaturated Soil–Rock Mixtures Based on Field and Laboratory Investigations

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311248
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    contributor authorShrivastava, Shubham
    contributor authorDeb, Debasis
    date accessioned2026-08-20T10:46:57Z
    date available2026-08-20T10:46:57Z
    date copyright2025/11/27
    date issued2026
    identifier otherIJGNAI.GMENG-10279.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311248
    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-...
    publisherAmerican Society of Civil Engineers
    titlePorosity–Height Relationship of Unsaturated Soil–Rock Mixtures Based on Field and Laboratory Investigations
    typeJournal Article
    journal volume26
    journal issue2
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10279
    journal fristpage04025340-1
    journal lastpage04025340-13
    page13
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002
    contenttypeFulltext
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