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    Poromechanics Response of Inclined Wellbore Geometry in Fractured Porous Media

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 011
    Author:
    Younane Abousleiman
    ,
    Vinh Nguyen
    DOI: 10.1061/(ASCE)0733-9399(2005)131:11(1170)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the poromechanics/poroelastic analytical solution for stress and pore pressure fields induced by the action of drilling and/or the pressurization of an inclined/horizontal wellbore in fractured fluid-saturated porous media, or naturally fractured fluid-saturated rock formations. The model which is developed within the framework of the coupled processes in the dual-porosity/dual-permeability approach accounts for coupled isothermal fluid flow and rock/fractures deformation. The solution to the inclined/horizontal wellbore problem is derived for a wellbore drilled in an infinite naturally fractured poroelastic medium, subjected to three-dimensional in situ state of stress and pore pressure. The dual-porosity analytical solution is first reduced to the limiting single-porosity case and verified against an existing single-porosity solution. A comparison between single-porosity and dual-porosity poroelastic results is conducted and displayed in this work. Finally, wellbore stability analyses have been carried out to demonstrate possible applications of the solution.
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      Poromechanics Response of Inclined Wellbore Geometry in Fractured Porous Media

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86018
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    contributor authorYounane Abousleiman
    contributor authorVinh Nguyen
    date accessioned2017-05-08T22:40:31Z
    date available2017-05-08T22:40:31Z
    date copyrightNovember 2005
    date issued2005
    identifier other%28asce%290733-9399%282005%29131%3A11%281170%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86018
    description abstractThis paper presents the poromechanics/poroelastic analytical solution for stress and pore pressure fields induced by the action of drilling and/or the pressurization of an inclined/horizontal wellbore in fractured fluid-saturated porous media, or naturally fractured fluid-saturated rock formations. The model which is developed within the framework of the coupled processes in the dual-porosity/dual-permeability approach accounts for coupled isothermal fluid flow and rock/fractures deformation. The solution to the inclined/horizontal wellbore problem is derived for a wellbore drilled in an infinite naturally fractured poroelastic medium, subjected to three-dimensional in situ state of stress and pore pressure. The dual-porosity analytical solution is first reduced to the limiting single-porosity case and verified against an existing single-porosity solution. A comparison between single-porosity and dual-porosity poroelastic results is conducted and displayed in this work. Finally, wellbore stability analyses have been carried out to demonstrate possible applications of the solution.
    publisherAmerican Society of Civil Engineers
    titlePoromechanics Response of Inclined Wellbore Geometry in Fractured Porous Media
    typeJournal Paper
    journal volume131
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2005)131:11(1170)
    treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 011
    contenttypeFulltext
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