YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASME
    • Journal of Applied Mechanics
    • View Item
    •   YE&T Library
    • ASME
    • Journal of Applied Mechanics
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    2011 Drucker Medal Paper: Localized Compaction in Porous Sandstones

    Source: Journal of Applied Mechanics:;2013:;volume( 080 ):;issue: 006::page 61025
    Author:
    Rudnicki, J. W.
    DOI: 10.1115/1.4025176
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Compaction bands are narrow, roughly planar zones of localized deformation, in which the shear is less than or comparable to compaction. Although there are differences in their appearance in the field and in laboratory specimens, they have been observed in both for highporosity (greater than about 15%) sandstones. Because the porosity in them is reduced and the tortuosity increased, they inhibit fluid flow perpendicular to their plane. Consequently, they can alter patterns of fluid movement in formations in which they occur and are relevant to applications involving fluid injection or withdrawal. Formation of compaction bands is predicted by a framework that treats localized deformation as a bifurcation from homogeneous deformation. This paper gives a brief overview of compaction localization but focuses on field and laboratory observations that constrain two parameters entering the bifurcation analysis: a friction coefficient خ¼ and a dilatancy factor خ². The inferred values suggest that normality (خ¼â€‰= خ²) is not satisfied, and compaction localization occurs on a transitional portion of the yield surface, where the local slope in a plot of Mises equivalent shear stress versus compressive mean normal stress changes from positive (خ¼â€‰> 0) to negative (خ¼â€‰< 0). These inferences are at odds with critical state and cap theories that typically assume normality and predict dilation on the portion of the surface where خ¼â€‰> 0. In addition, the values suggest that the critical state (خ¼â€‰= 0) does not necessarily correspond to zero volume change.
    • Download: (618.4Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      2011 Drucker Medal Paper: Localized Compaction in Porous Sandstones

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/150935
    Collections
    • Journal of Applied Mechanics

    Show full item record

    contributor authorRudnicki, J. W.
    date accessioned2017-05-09T00:56:23Z
    date available2017-05-09T00:56:23Z
    date issued2013
    identifier issn0021-8936
    identifier otherjam_080_06_061025.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/150935
    description abstractCompaction bands are narrow, roughly planar zones of localized deformation, in which the shear is less than or comparable to compaction. Although there are differences in their appearance in the field and in laboratory specimens, they have been observed in both for highporosity (greater than about 15%) sandstones. Because the porosity in them is reduced and the tortuosity increased, they inhibit fluid flow perpendicular to their plane. Consequently, they can alter patterns of fluid movement in formations in which they occur and are relevant to applications involving fluid injection or withdrawal. Formation of compaction bands is predicted by a framework that treats localized deformation as a bifurcation from homogeneous deformation. This paper gives a brief overview of compaction localization but focuses on field and laboratory observations that constrain two parameters entering the bifurcation analysis: a friction coefficient خ¼ and a dilatancy factor خ². The inferred values suggest that normality (خ¼â€‰= خ²) is not satisfied, and compaction localization occurs on a transitional portion of the yield surface, where the local slope in a plot of Mises equivalent shear stress versus compressive mean normal stress changes from positive (خ¼â€‰> 0) to negative (خ¼â€‰< 0). These inferences are at odds with critical state and cap theories that typically assume normality and predict dilation on the portion of the surface where خ¼â€‰> 0. In addition, the values suggest that the critical state (خ¼â€‰= 0) does not necessarily correspond to zero volume change.
    publisherThe American Society of Mechanical Engineers (ASME)
    title2011 Drucker Medal Paper: Localized Compaction in Porous Sandstones
    typeJournal Paper
    journal volume80
    journal issue6
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4025176
    journal fristpage61025
    journal lastpage61025
    identifier eissn1528-9036
    treeJournal of Applied Mechanics:;2013:;volume( 080 ):;issue: 006
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian