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    Dilatational and Compacting Behavior around a Cylindrical Cavern Leached Out in a Solid–Fluid Elastic Rock Salt

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 003
    Author:
    Giulio Sciarra
    ,
    Francesco dell’Isola
    ,
    Kolumban Hutter
    DOI: 10.1061/(ASCE)1532-3641(2005)5:3(233)
    Publisher: American Society of Civil Engineers
    Abstract: A fluid-filled cylindrical cavern of circular cross section in a homogeneous infinite fluid-saturated polycristalline (salt) formation subjected to isotropic stress is set under internal pressure that differs from the confining pressure. The fluid in the cavern and in the mixture is treated as ideal and the solid as elastic. The state of stress that is established as a consequence of an outside pressure and a cavern pressure serves as the reference state. Perturbing the cavern pressure induces small changes in the solid and fluid densities and in the solid displacements. We compute these and other fields as functions of the radial distance from the cavern center and show that, depending on the relative stress levels, the (salt) formation experiences either a dilatation or a compaction that is highly concentrated in a thin boundary layer near the cavern wall and tapers off as one moves away from it. The amount of dilatation/compaction of the cylindrical wall and the thickness of the boundary layer grow with an increase in the difference between the referential confining pressure and the pressure in the cavern.
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      Dilatational and Compacting Behavior around a Cylindrical Cavern Leached Out in a Solid–Fluid Elastic Rock Salt

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/55014
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    • International Journal of Geomechanics

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    contributor authorGiulio Sciarra
    contributor authorFrancesco dell’Isola
    contributor authorKolumban Hutter
    date accessioned2017-05-08T21:31:51Z
    date available2017-05-08T21:31:51Z
    date copyrightSeptember 2005
    date issued2005
    identifier other%28asce%291532-3641%282005%295%3A3%28233%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/55014
    description abstractA fluid-filled cylindrical cavern of circular cross section in a homogeneous infinite fluid-saturated polycristalline (salt) formation subjected to isotropic stress is set under internal pressure that differs from the confining pressure. The fluid in the cavern and in the mixture is treated as ideal and the solid as elastic. The state of stress that is established as a consequence of an outside pressure and a cavern pressure serves as the reference state. Perturbing the cavern pressure induces small changes in the solid and fluid densities and in the solid displacements. We compute these and other fields as functions of the radial distance from the cavern center and show that, depending on the relative stress levels, the (salt) formation experiences either a dilatation or a compaction that is highly concentrated in a thin boundary layer near the cavern wall and tapers off as one moves away from it. The amount of dilatation/compaction of the cylindrical wall and the thickness of the boundary layer grow with an increase in the difference between the referential confining pressure and the pressure in the cavern.
    publisherAmerican Society of Civil Engineers
    titleDilatational and Compacting Behavior around a Cylindrical Cavern Leached Out in a Solid–Fluid Elastic Rock Salt
    typeJournal Paper
    journal volume5
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2005)5:3(233)
    treeInternational Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian