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    Influence of Hydraulic Fracture Parameters on Hard Roof Control Using MPM with Jaumann Stress Rate

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008::page 04025171-1
    Author:
    Ma, Zikun
    ,
    Xia, Binwei
    ,
    Zhou, Lei
    ,
    Zhou, Yanmin
    ,
    Li, Yang
    DOI: 10.1061/IJGNAI.GMENG-11271
    Publisher: American Society of Civil Engineers
    Abstract: Abstract The material point method (MPM) is an effective approach for simulating longwall mining; however, previous studies have utilized a nonobjective stress rate, specifically the Cauchy stress rate, in their constitutive equations, thereby ...
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      Influence of Hydraulic Fracture Parameters on Hard Roof Control Using MPM with Jaumann Stress Rate

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4312215
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    • International Journal of Geomechanics

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    contributor authorMa, Zikun
    contributor authorXia, Binwei
    contributor authorZhou, Lei
    contributor authorZhou, Yanmin
    contributor authorLi, Yang
    date accessioned2026-08-20T11:27:02Z
    date available2026-08-20T11:27:02Z
    date copyright2025/06/13
    date issued2025
    identifier otherIJGNAI.GMENG-11271.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312215
    description abstractAbstract The material point method (MPM) is an effective approach for simulating longwall mining; however, previous studies have utilized a nonobjective stress rate, specifically the Cauchy stress rate, in their constitutive equations, thereby ...
    publisherAmerican Society of Civil Engineers
    titleInfluence of Hydraulic Fracture Parameters on Hard Roof Control Using MPM with Jaumann Stress Rate
    typeJournal Article
    journal volume25
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11271
    journal fristpage04025171-1
    journal lastpage04025171-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 008
    contenttypeFulltext
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