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    An Analytical Solution for the Excavation Disturbed Zone in Wet–Dry Sensitive Rock Tunnels Based on the Disturbed State Concept Theory

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007::page 04026136-1
    Author:
    Jiang, Song
    ,
    Huang, Ming
    ,
    Wang, Gang
    ,
    Xu, Chaoshui
    ,
    Xiong, Jun
    DOI: 10.1061/IJGNAI.GMENG-11605
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Assessing the stability of rocks surrounding a tunnel, particularly with consideration of rock weathering, is a significant challenge in tunnel engineering. This study proposes an analytical solution for the excavation disturbed zone (EDZ) in ...
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      An Analytical Solution for the Excavation Disturbed Zone in Wet–Dry Sensitive Rock Tunnels Based on the Disturbed State Concept Theory

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312703
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    contributor authorJiang, Song
    contributor authorHuang, Ming
    contributor authorWang, Gang
    contributor authorXu, Chaoshui
    contributor authorXiong, Jun
    date accessioned2026-08-20T11:48:45Z
    date available2026-08-20T11:48:45Z
    date copyright2026/05/13
    date issued2026
    identifier otherIJGNAI.GMENG-11605.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312703
    description abstractAbstract Assessing the stability of rocks surrounding a tunnel, particularly with consideration of rock weathering, is a significant challenge in tunnel engineering. This study proposes an analytical solution for the excavation disturbed zone (EDZ) in ...
    publisherAmerican Society of Civil Engineers
    titleAn Analytical Solution for the Excavation Disturbed Zone in Wet–Dry Sensitive Rock Tunnels Based on the Disturbed State Concept Theory
    typeJournal Article
    journal volume26
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11605
    journal fristpage04026136-1
    journal lastpage04026136-19
    page19
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 007
    contenttypeFulltext
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