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    Analysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011::page 04025236-1
    Author:
    Song, Qiyu
    ,
    Zhang, Mengxi
    ,
    Wu, Huiming
    DOI: 10.1061/IJGNAI.GMENG-10894
    Publisher: American Society of Civil Engineers
    Abstract: Abstract On the basis of silo theory, the limit equilibrium method, and the soil arch effect, an irregular inverted truncated pyramid wedge body model is proposed to address asymmetric jacking force and overexcavation issues in curved tunnels. Analytical ...
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      Analysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4311637
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    • International Journal of Geomechanics

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    contributor authorSong, Qiyu
    contributor authorZhang, Mengxi
    contributor authorWu, Huiming
    date accessioned2026-08-20T11:03:36Z
    date available2026-08-20T11:03:36Z
    date copyright2025/08/19
    date issued2025
    identifier otherIJGNAI.GMENG-10894.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311637
    description abstractAbstract On the basis of silo theory, the limit equilibrium method, and the soil arch effect, an irregular inverted truncated pyramid wedge body model is proposed to address asymmetric jacking force and overexcavation issues in curved tunnels. Analytical ...
    publisherAmerican Society of Civil Engineers
    titleAnalysis of the Limit Support Pressure for Curved Tunnel Faces Considering the Soil Arching Effect
    typeJournal Article
    journal volume25
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10894
    journal fristpage04025236-1
    journal lastpage04025236-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 011
    contenttypeFulltext
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