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    Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001::page 06024025-1
    Author:
    Huang, Man
    ,
    Wang, Kai
    ,
    Hong, Chenjie
    ,
    Tao, Zhigang
    ,
    Luo, Zhanyou
    ,
    Shao, Caijun
    DOI: 10.1061/IJGNAI.GMENG-9646
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The shear strength criterion for sawtooth joints, which considers only the shear contribution of inclination angle and ignores the effect of height difference, requires improvement. Direct shear tests based on Bahaddini’s numerical model were ...
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      Improved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314091
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    • International Journal of Geomechanics

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    contributor authorHuang, Man
    contributor authorWang, Kai
    contributor authorHong, Chenjie
    contributor authorTao, Zhigang
    contributor authorLuo, Zhanyou
    contributor authorShao, Caijun
    date accessioned2026-08-20T21:11:41Z
    date available2026-08-20T21:11:41Z
    date copyright2024/11/12
    date issued2025
    identifier otherIJGNAI.GMENG-9646.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314091
    description abstractAbstract The shear strength criterion for sawtooth joints, which considers only the shear contribution of inclination angle and ignores the effect of height difference, requires improvement. Direct shear tests based on Bahaddini’s numerical model were ...
    publisherAmerican Society of Civil Engineers
    titleImproved Peak Dilatancy Angle for Shear Strength Criteria of Sawtooth Rock Joints
    typeJournal Article
    journal volume25
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-9646
    journal fristpage06024025-1
    journal lastpage06024025-11
    page11
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001
    contenttypeFulltext
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