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    Mechanical Model and Experimental Verification of Horizontally Layered Rock Beams for a Tunnel Roof with Different Bonding Strengths between the Layers

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009::page 04025199-1
    Author:
    Chen, Hai-jun
    ,
    Zuo, Shuang-ying
    ,
    He, Xing
    DOI: 10.1061/IJGNAI.GMENG-11220
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The interlayer plane denotes the relatively weak layer within the stratified rock mass, which significantly impacts the overall rigidity, strength, and stability of the tunnel roof. In this paper, based on the failure modes of tunnel roofs in a ... Practical Applications The results of the experiment show that during the deformation and failure of the roof of the tunnel cavity, the roof of the upper layer bonding strength is easy to bend along the midspan section, while the roof of the lower layer ...
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      Mechanical Model and Experimental Verification of Horizontally Layered Rock Beams for a Tunnel Roof with Different Bonding Strengths between the Layers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312136
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    • International Journal of Geomechanics

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    contributor authorChen, Hai-jun
    contributor authorZuo, Shuang-ying
    contributor authorHe, Xing
    date accessioned2026-08-20T11:23:49Z
    date available2026-08-20T11:23:49Z
    date copyright2025/07/10
    date issued2025
    identifier otherIJGNAI.GMENG-11220.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312136
    description abstractAbstract The interlayer plane denotes the relatively weak layer within the stratified rock mass, which significantly impacts the overall rigidity, strength, and stability of the tunnel roof. In this paper, based on the failure modes of tunnel roofs in a ... Practical Applications The results of the experiment show that during the deformation and failure of the roof of the tunnel cavity, the roof of the upper layer bonding strength is easy to bend along the midspan section, while the roof of the lower layer ...
    publisherAmerican Society of Civil Engineers
    titleMechanical Model and Experimental Verification of Horizontally Layered Rock Beams for a Tunnel Roof with Different Bonding Strengths between the Layers
    typeJournal Article
    journal volume25
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11220
    journal fristpage04025199-1
    journal lastpage04025199-14
    page14
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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