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    A Micromechanics-Based Strength Criterion for Porous Rock: Application to Predict Wellbore Failure Behavior

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008::page 04026150-1
    Author:
    Yu, Jin
    ,
    Sun, Wei
    ,
    Ren, Chonghong
    ,
    Xu, Zaixian
    ,
    Xuan, Zhangqing
    ,
    Cai, Yanyan
    DOI: 10.1061/IJGNAI.GMENG-13479
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In underground engineering, including oil and gas extraction, mining activities, and CO2 sequestrations, porous rock formations are commonly encountered. The stability assessment of drilling or excavation operations in such formations ...
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      A Micromechanics-Based Strength Criterion for Porous Rock: Application to Predict Wellbore Failure Behavior

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314077
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    contributor authorYu, Jin
    contributor authorSun, Wei
    contributor authorRen, Chonghong
    contributor authorXu, Zaixian
    contributor authorXuan, Zhangqing
    contributor authorCai, Yanyan
    date accessioned2026-08-20T21:11:00Z
    date available2026-08-20T21:11:00Z
    date copyright2026/06/03
    date issued2026
    identifier otherIJGNAI.GMENG-13479.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314077
    description abstractAbstract In underground engineering, including oil and gas extraction, mining activities, and CO2 sequestrations, porous rock formations are commonly encountered. The stability assessment of drilling or excavation operations in such formations ...
    publisherAmerican Society of Civil Engineers
    titleA Micromechanics-Based Strength Criterion for Porous Rock: Application to Predict Wellbore Failure Behavior
    typeJournal Article
    journal volume26
    journal issue8
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-13479
    journal fristpage04026150-1
    journal lastpage04026150-16
    page16
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 008
    contenttypeFulltext
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