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    Asymmetrical Load on the Preceding Tunnel of Twin Tunnels in Soil Based on Composite Arching Effect

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010::page 04025214-1
    Author:
    Cheng, Xiaohu
    ,
    He, Chuan
    DOI: 10.1061/IJGNAI.GMENG-11392
    Publisher: American Society of Civil Engineers
    Abstract: Abstract To ensure the safety of twin tunnels in soil, especially closely spaced shield tunnels, it is critical to evaluate the adverse load on the preceding or existing tunnel induced by adjacent tunneling. This study proposes a novel arching effect ... Practical Applications Twin tunnels are extensively utilized in underground facilities, such as subways, and are often excavated sequentially. The preceding or existing tunnel in soil is subjected to the adverse effects induced by adjacent tunneling, ...
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      Asymmetrical Load on the Preceding Tunnel of Twin Tunnels in Soil Based on Composite Arching Effect

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312393
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    contributor authorCheng, Xiaohu
    contributor authorHe, Chuan
    date accessioned2026-08-20T11:34:26Z
    date available2026-08-20T11:34:26Z
    date copyright2025/07/29
    date issued2025
    identifier otherIJGNAI.GMENG-11392.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312393
    description abstractAbstract To ensure the safety of twin tunnels in soil, especially closely spaced shield tunnels, it is critical to evaluate the adverse load on the preceding or existing tunnel induced by adjacent tunneling. This study proposes a novel arching effect ... Practical Applications Twin tunnels are extensively utilized in underground facilities, such as subways, and are often excavated sequentially. The preceding or existing tunnel in soil is subjected to the adverse effects induced by adjacent tunneling, ...
    publisherAmerican Society of Civil Engineers
    titleAsymmetrical Load on the Preceding Tunnel of Twin Tunnels in Soil Based on Composite Arching Effect
    typeJournal Article
    journal volume25
    journal issue10
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11392
    journal fristpage04025214-1
    journal lastpage04025214-15
    page15
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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