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    Dynamic Green's Functions and Integral Equations for a Double-Porosity Dual-Permeability Poroelastic Material

    Source: Journal of Applied Mechanics:;2017:;volume( 084 ):;issue: 006::page 61009
    Author:
    Zheng, Pei
    ,
    Cheng, Alexander H.-D.
    ,
    Li, Haolin
    DOI: 10.1115/1.4036439
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Geomaterials such as sedimentary rocks often contain fissures and cracks. Such secondary porosity will result in the so-called mesoscopic flow in wave propagation. Its presence is increasingly believed to be responsible for the significant wave energy loss in the seismic frequency band. In the present research, the double-porosity dual-permeability model is employed to describe such phenomena. Based on the model, we derive both the three-dimensional (3D) and two-dimensional (2D) dynamic Green's functions for the infinite space. The existence of reciprocity relation is demonstrated, which is used to deduce some interesting relations among Green's functions. These relations can serve as a consistency check on the obtained results. The Somigliana-type integral equations, the basis for the boundary element method (BEM), are also established. The complete list of Green's functions appearing in the integral equations is provided, which enables numerical implementation. Furthermore, the asymptotic behavior of the obtained solutions is discussed.
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      Dynamic Green's Functions and Integral Equations for a Double-Porosity Dual-Permeability Poroelastic Material

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4234186
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    contributor authorZheng, Pei
    contributor authorCheng, Alexander H.-D.
    contributor authorLi, Haolin
    date accessioned2017-11-25T07:16:46Z
    date available2017-11-25T07:16:46Z
    date copyright2017/27/4
    date issued2017
    identifier issn0021-8936
    identifier otherjam_084_06_061009.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4234186
    description abstractGeomaterials such as sedimentary rocks often contain fissures and cracks. Such secondary porosity will result in the so-called mesoscopic flow in wave propagation. Its presence is increasingly believed to be responsible for the significant wave energy loss in the seismic frequency band. In the present research, the double-porosity dual-permeability model is employed to describe such phenomena. Based on the model, we derive both the three-dimensional (3D) and two-dimensional (2D) dynamic Green's functions for the infinite space. The existence of reciprocity relation is demonstrated, which is used to deduce some interesting relations among Green's functions. These relations can serve as a consistency check on the obtained results. The Somigliana-type integral equations, the basis for the boundary element method (BEM), are also established. The complete list of Green's functions appearing in the integral equations is provided, which enables numerical implementation. Furthermore, the asymptotic behavior of the obtained solutions is discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDynamic Green's Functions and Integral Equations for a Double-Porosity Dual-Permeability Poroelastic Material
    typeJournal Paper
    journal volume84
    journal issue6
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.4036439
    journal fristpage61009
    journal lastpage061009-17
    treeJournal of Applied Mechanics:;2017:;volume( 084 ):;issue: 006
    contenttypeFulltext
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