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    Dynamic Response of a Deep Rock Mass under Transient Unloading: A Scale Model Experiment and Analytical Study

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001::page 04025318-1
    Author:
    Song, Kaiwen
    ,
    Gong, Hangli
    ,
    Luo, Han
    ,
    Luo, Yi
    ,
    Tian, Bo
    ,
    Li, Xinping
    DOI: 10.1061/IJGNAI.GMENG-11964
    Publisher: American Society of Civil Engineers
    Abstract: Abstract To investigate the influence of the unloading rate on the mechanical response of deep surrounding rock, a self-developed confining pressure loading device equipped with a pendulum hammer is designed and utilized in this study to conduct 1:100 ...
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      Dynamic Response of a Deep Rock Mass under Transient Unloading: A Scale Model Experiment and Analytical Study

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313214
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    • International Journal of Geomechanics

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    contributor authorSong, Kaiwen
    contributor authorGong, Hangli
    contributor authorLuo, Han
    contributor authorLuo, Yi
    contributor authorTian, Bo
    contributor authorLi, Xinping
    date accessioned2026-08-20T12:11:51Z
    date available2026-08-20T12:11:51Z
    date copyright2025/11/07
    date issued2026
    identifier otherIJGNAI.GMENG-11964.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313214
    description abstractAbstract To investigate the influence of the unloading rate on the mechanical response of deep surrounding rock, a self-developed confining pressure loading device equipped with a pendulum hammer is designed and utilized in this study to conduct 1:100 ...
    publisherAmerican Society of Civil Engineers
    titleDynamic Response of a Deep Rock Mass under Transient Unloading: A Scale Model Experiment and Analytical Study
    typeJournal Article
    journal volume26
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11964
    journal fristpage04025318-1
    journal lastpage04025318-14
    page14
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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