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    Three-Dimensional Direct Solution Method for the Elastoplastic Analysis of Deep-Buried Soft Rock Tunnels Considering the Volumetric Force of Anchor Rods

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001::page 04025304-1
    Author:
    Zhou, Jian
    ,
    Yang, Xinan
    ,
    Ma, Mingjie
    ,
    Li, Luheng
    DOI: 10.1061/IJGNAI.GMENG-11684
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The theoretical analysis of deep-buried soft rock tunnels with anchor rod support in the past generally employed simplified methods such as strength superposition or dividing anchorage zones into n microelements, which resulted in a certain ...
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      Three-Dimensional Direct Solution Method for the Elastoplastic Analysis of Deep-Buried Soft Rock Tunnels Considering the Volumetric Force of Anchor Rods

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312837
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    • International Journal of Geomechanics

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    contributor authorZhou, Jian
    contributor authorYang, Xinan
    contributor authorMa, Mingjie
    contributor authorLi, Luheng
    date accessioned2026-08-20T11:54:50Z
    date available2026-08-20T11:54:50Z
    date copyright2025/10/23
    date issued2026
    identifier otherIJGNAI.GMENG-11684.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312837
    description abstractAbstract The theoretical analysis of deep-buried soft rock tunnels with anchor rod support in the past generally employed simplified methods such as strength superposition or dividing anchorage zones into n microelements, which resulted in a certain ...
    publisherAmerican Society of Civil Engineers
    titleThree-Dimensional Direct Solution Method for the Elastoplastic Analysis of Deep-Buried Soft Rock Tunnels Considering the Volumetric Force of Anchor Rods
    typeJournal Article
    journal volume26
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11684
    journal fristpage04025304-1
    journal lastpage04025304-17
    page17
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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