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    Poroelastic Solution for an Inclined Borehole

    Source: Journal of Applied Mechanics:;1997:;volume( 064 ):;issue: 001::page 32
    Author:
    L. Cui
    ,
    Y. Abousleiman
    ,
    A. H-D. Cheng
    DOI: 10.1115/1.2787291
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The analytical solution for an infinitely long borehole in an isotropic, poroelastic medium, inclined to the far-field principal stresses, is presented. The solution utilizes a loading decomposition scheme which leads to three fundamental problems: a poroelastic plane-strain, an elastic uni-axial, and an elastic antiplane shear problem.
    keyword(s): Stress , Shear (Mechanics) AND Plane strain ,
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      Poroelastic Solution for an Inclined Borehole

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    http://yetl.yabesh.ir/yetl1/handle/yetl/118239
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    contributor authorL. Cui
    contributor authorY. Abousleiman
    contributor authorA. H-D. Cheng
    date accessioned2017-05-08T23:52:39Z
    date available2017-05-08T23:52:39Z
    date copyrightMarch, 1997
    date issued1997
    identifier issn0021-8936
    identifier otherJAMCAV-26407#32_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/118239
    description abstractThe analytical solution for an infinitely long borehole in an isotropic, poroelastic medium, inclined to the far-field principal stresses, is presented. The solution utilizes a loading decomposition scheme which leads to three fundamental problems: a poroelastic plane-strain, an elastic uni-axial, and an elastic antiplane shear problem.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePoroelastic Solution for an Inclined Borehole
    typeJournal Paper
    journal volume64
    journal issue1
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2787291
    journal fristpage32
    journal lastpage38
    identifier eissn1528-9036
    keywordsStress
    keywordsShear (Mechanics) AND Plane strain
    treeJournal of Applied Mechanics:;1997:;volume( 064 ):;issue: 001
    contenttypeFulltext
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