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    Time Domain Traction and Flux Fundamental Solutions for 3D Saturated Poroelastic Media with Incompressible Constituents

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
    Author:
    Morteza Jiryaei
    ,
    Sharahi
    ,
    Mohsen
    ,
    Kamalian
    DOI: 10.1061/(ASCE)GM.1943-5622.0000248
    Publisher: American Society of Civil Engineers
    Abstract: One of the key factors in the time domain boundary element method (BEM) for dynamic poroelasticity is an applicable fundamental solution of the governing differential equations. With the completion of the fundamental solutions, this paper is dedicated to the simple time domain traction and fluid flux fundamental solutions for the three-dimensional (3D)
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      Time Domain Traction and Flux Fundamental Solutions for 3D Saturated Poroelastic Media with Incompressible Constituents

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    https://yetl.yabesh.ir/yetl1/handle/yetl/61651
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    contributor authorMorteza Jiryaei
    contributor authorSharahi
    contributor authorMohsen
    contributor authorKamalian
    date accessioned2017-05-08T21:45:38Z
    date available2017-05-08T21:45:38Z
    date copyrightOctober 2013
    date issued2013
    identifier other%28asce%29gm%2E1943-5622%2E0000263.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61651
    description abstractOne of the key factors in the time domain boundary element method (BEM) for dynamic poroelasticity is an applicable fundamental solution of the governing differential equations. With the completion of the fundamental solutions, this paper is dedicated to the simple time domain traction and fluid flux fundamental solutions for the three-dimensional (3D)
    publisherAmerican Society of Civil Engineers
    titleTime Domain Traction and Flux Fundamental Solutions for 3D Saturated Poroelastic Media with Incompressible Constituents
    typeJournal Paper
    journal volume13
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0000248
    treeInternational Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 005
    contenttypeFulltext
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