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    Coupling Effect of In Situ Stress and Blasting Load on the Influence Range of Grouted Rock

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001::page 04025300-1
    Author:
    Deng, Ke
    ,
    Meng, Xiaoyan
    ,
    Fan, Yong
    ,
    Yang, Guangdong
    ,
    Chen, Ming
    ,
    Lu, Wenbo
    DOI: 10.1061/IJGNAI.GMENG-11219
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Strong blasting disturbance caused by blasting load and high in situ stress is a key problem for weak and broken rock excavation in underground tunnels. Advanced grouting can help control rock blasting damage. However, the effect of in situ ...
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      Coupling Effect of In Situ Stress and Blasting Load on the Influence Range of Grouted Rock

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312125
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    contributor authorDeng, Ke
    contributor authorMeng, Xiaoyan
    contributor authorFan, Yong
    contributor authorYang, Guangdong
    contributor authorChen, Ming
    contributor authorLu, Wenbo
    date accessioned2026-08-20T11:23:20Z
    date available2026-08-20T11:23:20Z
    date copyright2025/10/22
    date issued2026
    identifier otherIJGNAI.GMENG-11219.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312125
    description abstractAbstract Strong blasting disturbance caused by blasting load and high in situ stress is a key problem for weak and broken rock excavation in underground tunnels. Advanced grouting can help control rock blasting damage. However, the effect of in situ ...
    publisherAmerican Society of Civil Engineers
    titleCoupling Effect of In Situ Stress and Blasting Load on the Influence Range of Grouted Rock
    typeJournal Article
    journal volume26
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11219
    journal fristpage04025300-1
    journal lastpage04025300-13
    page13
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001
    contenttypeFulltext
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