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    Shear Mechanical Characteristics of Slurry–Rock Composite Rock Mass with Different Fracture Undulation Angles

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012::page 04025268-1
    Author:
    Wan, Zheng
    ,
    Yao, Nan
    ,
    Lin, Weixing
    ,
    Ye, Yicheng
    ,
    Ruan, Xi
    ,
    Meng, Junbo
    DOI: 10.1061/IJGNAI.GMENG-11527
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The undulation angle of a fracture is an important factor affecting the effectiveness of grouted reinforcement of fractured rock masses because it determines the propagation of stresses and the formation of cracks within the rock. Direct shear ...
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      Shear Mechanical Characteristics of Slurry–Rock Composite Rock Mass with Different Fracture Undulation Angles

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312604
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    • International Journal of Geomechanics

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    contributor authorWan, Zheng
    contributor authorYao, Nan
    contributor authorLin, Weixing
    contributor authorYe, Yicheng
    contributor authorRuan, Xi
    contributor authorMeng, Junbo
    date accessioned2026-08-20T11:44:14Z
    date available2026-08-20T11:44:14Z
    date copyright2025/09/23
    date issued2025
    identifier otherIJGNAI.GMENG-11527.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312604
    description abstractAbstract The undulation angle of a fracture is an important factor affecting the effectiveness of grouted reinforcement of fractured rock masses because it determines the propagation of stresses and the formation of cracks within the rock. Direct shear ...
    publisherAmerican Society of Civil Engineers
    titleShear Mechanical Characteristics of Slurry–Rock Composite Rock Mass with Different Fracture Undulation Angles
    typeJournal Article
    journal volume25
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11527
    journal fristpage04025268-1
    journal lastpage04025268-12
    page12
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
    contenttypeFulltext
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