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    Blast-Induced Fracture Behavior of a Rock Mass with Discontinuity Subjected to In Situ Stress

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004::page 04026027-1
    Author:
    Ding, Jiajun
    ,
    Yang, Jianhua
    ,
    Cao, Zeming
    ,
    Ye, Zhiwei
    ,
    Yao, Chi
    ,
    Zhou, Chuangbing
    DOI: 10.1061/IJGNAI.GMENG-12130
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Deep rock masses are subjected to high in situ stress and also characterized by a significant presence of discontinuities such as joints and faults. Many studies have focused on the blast-induced fracture in intact rock under in situ stress or ...
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      Blast-Induced Fracture Behavior of a Rock Mass with Discontinuity Subjected to In Situ Stress

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313470
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    • International Journal of Geomechanics

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    contributor authorDing, Jiajun
    contributor authorYang, Jianhua
    contributor authorCao, Zeming
    contributor authorYe, Zhiwei
    contributor authorYao, Chi
    contributor authorZhou, Chuangbing
    date accessioned2026-08-20T12:26:38Z
    date available2026-08-20T12:26:38Z
    date copyright2026/01/22
    date issued2026
    identifier otherIJGNAI.GMENG-12130.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313470
    description abstractAbstract Deep rock masses are subjected to high in situ stress and also characterized by a significant presence of discontinuities such as joints and faults. Many studies have focused on the blast-induced fracture in intact rock under in situ stress or ...
    publisherAmerican Society of Civil Engineers
    titleBlast-Induced Fracture Behavior of a Rock Mass with Discontinuity Subjected to In Situ Stress
    typeJournal Article
    journal volume26
    journal issue4
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12130
    journal fristpage04026027-1
    journal lastpage04026027-15
    page15
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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