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    Analysis of Chemo-Poro-Thermo-Mechanical Effects on Wellbore Strengthening

    Source: Journal of Energy Resources Technology:;2020:;volume( 142 ):;issue: 012::page 0123005-1
    Author:
    Li, Jia
    ,
    Qiu, Zhengsong
    ,
    Zhong, Hanyi
    ,
    Zhao, Xin
    ,
    Huang, Weian
    DOI: 10.1115/1.4047460
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The application of wellbore strengthening treatment has less effect on shale formations. Several numerical studies were developed to describe the mechanism, which promoted the development of wellbore strengthening theory. Previous studies explored the mechanism mainly by considering the seepage flow. Therefore, multi-field coupled models were established to analyze the solute transmission, thermal convection, and heat conduction on wellbore strengthening by introducing the theory of multi-field coupling into physical model. First, the fracture width distribution and wellbore tangential stress were investigated to research the interaction of thermal and chemical effects with different gradients. Then, the concrete mechanism of temperature and solute concentration gradient was analyzed based on the distribution of pore pressure and stress field. Results show that the prediction of hoop stress and fracture aperture may not be accurate without considering the influence of solute transfer, thermal convection, and heat conduction, because stress state is mainly affected by temperature field and the pore pressure varies greatly under different chemical gradients. Additionally, the lower temperature and larger solute concentration improve the wellbore strengthening effect of drilling fluid.
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      Analysis of Chemo-Poro-Thermo-Mechanical Effects on Wellbore Strengthening

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4274586
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    • Journal of Energy Resources Technology

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    contributor authorLi, Jia
    contributor authorQiu, Zhengsong
    contributor authorZhong, Hanyi
    contributor authorZhao, Xin
    contributor authorHuang, Weian
    date accessioned2022-02-04T21:57:01Z
    date available2022-02-04T21:57:01Z
    date copyright6/26/2020 12:00:00 AM
    date issued2020
    identifier issn0195-0738
    identifier otherep_142_04_041105.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4274586
    description abstractThe application of wellbore strengthening treatment has less effect on shale formations. Several numerical studies were developed to describe the mechanism, which promoted the development of wellbore strengthening theory. Previous studies explored the mechanism mainly by considering the seepage flow. Therefore, multi-field coupled models were established to analyze the solute transmission, thermal convection, and heat conduction on wellbore strengthening by introducing the theory of multi-field coupling into physical model. First, the fracture width distribution and wellbore tangential stress were investigated to research the interaction of thermal and chemical effects with different gradients. Then, the concrete mechanism of temperature and solute concentration gradient was analyzed based on the distribution of pore pressure and stress field. Results show that the prediction of hoop stress and fracture aperture may not be accurate without considering the influence of solute transfer, thermal convection, and heat conduction, because stress state is mainly affected by temperature field and the pore pressure varies greatly under different chemical gradients. Additionally, the lower temperature and larger solute concentration improve the wellbore strengthening effect of drilling fluid.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAnalysis of Chemo-Poro-Thermo-Mechanical Effects on Wellbore Strengthening
    typeJournal Paper
    journal volume142
    journal issue12
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.4047460
    journal fristpage0123005-1
    journal lastpage0123005-6
    page6
    treeJournal of Energy Resources Technology:;2020:;volume( 142 ):;issue: 012
    contenttypeFulltext
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