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    Calculation of Temporary Roof Pillar Structure Parameters for a Novel Combined Mining Method

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009::page 04025201-1
    Author:
    Gan, Quan
    ,
    Chen, Qingfa
    ,
    Guo, Xiangyong
    ,
    Xiao, Fan
    ,
    Duan, Zhiwei
    ,
    Xiao, Tiqun
    DOI: 10.1061/IJGNAI.GMENG-10555
    Publisher: American Society of Civil Engineers
    Abstract: Abstract To tackle the technical challenges posed by mining steeply inclined thick ore bodies in deep mines, a combined mining method of roof pillar–induced caving and nonpillar sublevel caving was devised. One of the critical steps to ensure the ...
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      Calculation of Temporary Roof Pillar Structure Parameters for a Novel Combined Mining Method

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4311348
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    • International Journal of Geomechanics

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    contributor authorGan, Quan
    contributor authorChen, Qingfa
    contributor authorGuo, Xiangyong
    contributor authorXiao, Fan
    contributor authorDuan, Zhiwei
    contributor authorXiao, Tiqun
    date accessioned2026-08-20T10:51:00Z
    date available2026-08-20T10:51:00Z
    date copyright2025/07/11
    date issued2025
    identifier otherIJGNAI.GMENG-10555.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311348
    description abstractAbstract To tackle the technical challenges posed by mining steeply inclined thick ore bodies in deep mines, a combined mining method of roof pillar–induced caving and nonpillar sublevel caving was devised. One of the critical steps to ensure the ...
    publisherAmerican Society of Civil Engineers
    titleCalculation of Temporary Roof Pillar Structure Parameters for a Novel Combined Mining Method
    typeJournal Article
    journal volume25
    journal issue9
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10555
    journal fristpage04025201-1
    journal lastpage04025201-15
    page15
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 009
    contenttypeFulltext
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