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    Steady-State Solutions of Multilayered and Cross-Anisotropic Poroelastic Half-Space due to a Point Sink

    Source: International Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 001
    Author:
    G. J. Chen
    DOI: 10.1061/(ASCE)1532-3641(2005)5:1(45)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents analytical solutions for the steady-state response of displacements and stresses in a half-space subjected to a point sink. The half-space is modeled as a multilayered poroelastic medium with both the permeability and the poroelasticity being cross anisotropic. The basic governing equations are presented in dimensionless style, and the state vector method together with the Hankel transform technique is adopted to solve them and obtain a transfer matrix in a clearly arranged way. Forward and backward transfer matrix techniques are utilized in the analytical formulation of solutions for a multilayered half space. Numerical results are presented to conduct some parametric studies and illustrate the influence of layering and material inhomogeneity on the settlement of the soils. The numerical evaluations of the solutions in the multilayered porous media can be easily achieved with high efficiency and accuracy.
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      Steady-State Solutions of Multilayered and Cross-Anisotropic Poroelastic Half-Space due to a Point Sink

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    https://yetl.yabesh.ir/yetl1/handle/yetl/54994
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    contributor authorG. J. Chen
    date accessioned2017-05-08T21:31:49Z
    date available2017-05-08T21:31:49Z
    date copyrightMarch 2005
    date issued2005
    identifier other%28asce%291532-3641%282005%295%3A1%2845%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54994
    description abstractThis paper presents analytical solutions for the steady-state response of displacements and stresses in a half-space subjected to a point sink. The half-space is modeled as a multilayered poroelastic medium with both the permeability and the poroelasticity being cross anisotropic. The basic governing equations are presented in dimensionless style, and the state vector method together with the Hankel transform technique is adopted to solve them and obtain a transfer matrix in a clearly arranged way. Forward and backward transfer matrix techniques are utilized in the analytical formulation of solutions for a multilayered half space. Numerical results are presented to conduct some parametric studies and illustrate the influence of layering and material inhomogeneity on the settlement of the soils. The numerical evaluations of the solutions in the multilayered porous media can be easily achieved with high efficiency and accuracy.
    publisherAmerican Society of Civil Engineers
    titleSteady-State Solutions of Multilayered and Cross-Anisotropic Poroelastic Half-Space due to a Point Sink
    typeJournal Paper
    journal volume5
    journal issue1
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)1532-3641(2005)5:1(45)
    treeInternational Journal of Geomechanics:;2005:;Volume ( 005 ):;issue: 001
    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
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