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    Vertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soils

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011::page 04021221-1
    Author:
    Teerapong Senjuntichai
    ,
    Suraparb Keawsawasvong
    ,
    R. K. N. D. Rajapakse
    DOI: 10.1061/(ASCE)GM.1943-5622.0002210
    Publisher: ASCE
    Abstract: In this paper, vertical vibrations of a group of flexible strip foundations on multilayered transversely isotropic poroelastic soils are presented. The dynamic interaction problem is studied by employing a variational approach based on the discretization of the strip-soil contact region. Exact stiffness matrices for each layer and the half-plane are explicitly derived in the Fourier transform space for the first time to determine the influence functions required in the variational scheme. A set of numerical results for the vertical displacement and the bending moment of the foundations are presented to illustrate the influence of governing parameters such as anisotropic properties, foundation rigidity, and distance between strips on the dynamic interaction between foundations.
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      Vertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4272269
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    contributor authorTeerapong Senjuntichai
    contributor authorSuraparb Keawsawasvong
    contributor authorR. K. N. D. Rajapakse
    date accessioned2022-02-01T21:54:35Z
    date available2022-02-01T21:54:35Z
    date issued11/1/2021
    identifier other%28ASCE%29GM.1943-5622.0002210.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272269
    description abstractIn this paper, vertical vibrations of a group of flexible strip foundations on multilayered transversely isotropic poroelastic soils are presented. The dynamic interaction problem is studied by employing a variational approach based on the discretization of the strip-soil contact region. Exact stiffness matrices for each layer and the half-plane are explicitly derived in the Fourier transform space for the first time to determine the influence functions required in the variational scheme. A set of numerical results for the vertical displacement and the bending moment of the foundations are presented to illustrate the influence of governing parameters such as anisotropic properties, foundation rigidity, and distance between strips on the dynamic interaction between foundations.
    publisherASCE
    titleVertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soils
    typeJournal Paper
    journal volume21
    journal issue11
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0002210
    journal fristpage04021221-1
    journal lastpage04021221-17
    page17
    treeInternational Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011
    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
    yabeshDSpacePersian