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    The Generalized Lamé Problem—Part II: Applications in Poromechanics

    Source: Journal of Applied Mechanics:;2004:;volume( 071 ):;issue: 002::page 180
    Author:
    Younane N. Abousleiman
    ,
    Mazen Y. Kanj
    DOI: 10.1115/1.1683800
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The cylinder is the geometry most widely used in laboratory testing procedures for rocks and other geomaterials. This paper applies a unified and universal Lamé solution to all the three recognized right-cylindrical problems in poromechanics. As such, the solution of the hollow-cylinder features itself converging asymptotically to the exact values predicted by the solutions of the two other essential problem setups in geomechanics; namely, the finite solid cylinder case and the borehole core in an infinite medium. The time-dependent response derivations were “scripted” within the frameworks of the Biot’s theory of linear poroelasticity and facilitated by the governing generalized plane-strain (GPS) principle.
    keyword(s): Pressure , Testing , Cylinders , Stress , Displacement , Fluids AND Dimensions ,
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      The Generalized Lamé Problem—Part II: Applications in Poromechanics

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/129509
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    contributor authorYounane N. Abousleiman
    contributor authorMazen Y. Kanj
    date accessioned2017-05-09T00:12:08Z
    date available2017-05-09T00:12:08Z
    date copyrightMarch, 2004
    date issued2004
    identifier issn0021-8936
    identifier otherJAMCAV-26575#180_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/129509
    description abstractThe cylinder is the geometry most widely used in laboratory testing procedures for rocks and other geomaterials. This paper applies a unified and universal Lamé solution to all the three recognized right-cylindrical problems in poromechanics. As such, the solution of the hollow-cylinder features itself converging asymptotically to the exact values predicted by the solutions of the two other essential problem setups in geomechanics; namely, the finite solid cylinder case and the borehole core in an infinite medium. The time-dependent response derivations were “scripted” within the frameworks of the Biot’s theory of linear poroelasticity and facilitated by the governing generalized plane-strain (GPS) principle.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Generalized Lamé Problem—Part II: Applications in Poromechanics
    typeJournal Paper
    journal volume71
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.1683800
    journal fristpage180
    journal lastpage189
    identifier eissn1528-9036
    keywordsPressure
    keywordsTesting
    keywordsCylinders
    keywordsStress
    keywordsDisplacement
    keywordsFluids AND Dimensions
    treeJournal of Applied Mechanics:;2004:;volume( 071 ):;issue: 002
    contenttypeFulltext
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