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    A Complete Rigorous Semianalytical Graphical Solution for the Undrained Wellbore Stability Problem in Elastoplastic Hoek–Brown Rock under Nonhydrostatic In Situ Stresses

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006::page 04026087-1
    Author:
    Abu Dayyeh, Hadeel
    ,
    Chen, Sheng-Li
    DOI: 10.1061/IJGNAI.GMENG-12741
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This work develops a rigorous semianalytical solution for evaluating the stability of an impermeable wellbore in a rock formation that obeys the Hoek–Brown failure criterion in a nonhydrostatic stress field. The solution expands a previous ...
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      A Complete Rigorous Semianalytical Graphical Solution for the Undrained Wellbore Stability Problem in Elastoplastic Hoek–Brown Rock under Nonhydrostatic In Situ Stresses

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313985
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    • International Journal of Geomechanics

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    contributor authorAbu Dayyeh, Hadeel
    contributor authorChen, Sheng-Li
    date accessioned2026-08-20T21:07:20Z
    date available2026-08-20T21:07:20Z
    date copyright2026/03/19
    date issued2026
    identifier otherIJGNAI.GMENG-12741.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313985
    description abstractAbstract This work develops a rigorous semianalytical solution for evaluating the stability of an impermeable wellbore in a rock formation that obeys the Hoek–Brown failure criterion in a nonhydrostatic stress field. The solution expands a previous ...
    publisherAmerican Society of Civil Engineers
    titleA Complete Rigorous Semianalytical Graphical Solution for the Undrained Wellbore Stability Problem in Elastoplastic Hoek–Brown Rock under Nonhydrostatic In Situ Stresses
    typeJournal Article
    journal volume26
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12741
    journal fristpage04026087-1
    journal lastpage04026087-12
    page12
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006
    contenttypeFulltext
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