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    Study of the Failure Mechanism of a Tunnel Reinforced with a Petal-Shaped Grouting Layer Based on the Upper-Bound Method

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012::page 04025278-1
    Author:
    Feng, Tugen
    ,
    Chen, Ziang
    ,
    Zhang, Jian
    ,
    Zhang, Yongjuan
    ,
    Sun, Rui
    DOI: 10.1061/IJGNAI.GMENG-11687
    Publisher: American Society of Civil Engineers
    Abstract: Abstract During shield tunnel construction, tunnel stability and surface settlement deformation are often improved by backfill grouting; thus, studying the failure mechanisms of grout-reinforced tunnels is significant for evaluating their stability in ...
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      Study of the Failure Mechanism of a Tunnel Reinforced with a Petal-Shaped Grouting Layer Based on the Upper-Bound Method

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312848
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    contributor authorFeng, Tugen
    contributor authorChen, Ziang
    contributor authorZhang, Jian
    contributor authorZhang, Yongjuan
    contributor authorSun, Rui
    date accessioned2026-08-20T11:55:20Z
    date available2026-08-20T11:55:20Z
    date copyright2025/09/26
    date issued2025
    identifier otherIJGNAI.GMENG-11687.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312848
    description abstractAbstract During shield tunnel construction, tunnel stability and surface settlement deformation are often improved by backfill grouting; thus, studying the failure mechanisms of grout-reinforced tunnels is significant for evaluating their stability in ...
    publisherAmerican Society of Civil Engineers
    titleStudy of the Failure Mechanism of a Tunnel Reinforced with a Petal-Shaped Grouting Layer Based on the Upper-Bound Method
    typeJournal Article
    journal volume25
    journal issue12
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11687
    journal fristpage04025278-1
    journal lastpage04025278-18
    page18
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 012
    contenttypeFulltext
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