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    Shear Behavior of Rock Joints Filled With Unsaturated Infill: Insights from Numerical Modeling and the Development of Strength Criterion

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004::page 04026031-1
    Author:
    Gautam, Bhawarnab
    ,
    Mehndiratta, Siddharth
    DOI: 10.1061/IJGNAI.GMENG-11668
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The mechanical behavior of discontinuities is significantly affected by the characteristics of the infill present along them. However, fewer studies have been performed to assess the response to discontinuities influenced by unsaturated infill. ...
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      Shear Behavior of Rock Joints Filled With Unsaturated Infill: Insights from Numerical Modeling and the Development of Strength Criterion

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312814
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    contributor authorGautam, Bhawarnab
    contributor authorMehndiratta, Siddharth
    date accessioned2026-08-20T11:53:45Z
    date available2026-08-20T11:53:45Z
    date copyright2026/01/22
    date issued2026
    identifier otherIJGNAI.GMENG-11668.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312814
    description abstractAbstract The mechanical behavior of discontinuities is significantly affected by the characteristics of the infill present along them. However, fewer studies have been performed to assess the response to discontinuities influenced by unsaturated infill. ...
    publisherAmerican Society of Civil Engineers
    titleShear Behavior of Rock Joints Filled With Unsaturated Infill: Insights from Numerical Modeling and the Development of Strength Criterion
    typeJournal Article
    journal volume26
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11668
    journal fristpage04026031-1
    journal lastpage04026031-15
    page15
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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