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Three-dimensional dynamic response of multilayered poroelastic media
The dynamic response of a multilayered poroelastic medium under 3D time-harmonic loading is studied using an exact stiffness method. The poroelastic medium under consideration consists of N layers of different thicknesses and properties and an underlying poroelastic half-space. The exact stiffness matrices for each layer and the underlying half-space are derived explicitly using Biot’s poroelastodynamic theory and double-dimensional Fourier transforms. Selected numerical results are presented to demonstrate the influence of various parameters on dynamic response of multilayered poroelastic media under traction and fluid loading. The application of proposed solution scheme to soil–structure interaction problems is also presented.
Three-dimensional dynamic response of multilayered poroelastic media
The dynamic response of a multilayered poroelastic medium under 3D time-harmonic loading is studied using an exact stiffness method. The poroelastic medium under consideration consists of N layers of different thicknesses and properties and an underlying poroelastic half-space. The exact stiffness matrices for each layer and the underlying half-space are derived explicitly using Biot’s poroelastodynamic theory and double-dimensional Fourier transforms. Selected numerical results are presented to demonstrate the influence of various parameters on dynamic response of multilayered poroelastic media under traction and fluid loading. The application of proposed solution scheme to soil–structure interaction problems is also presented.
Three-dimensional dynamic response of multilayered poroelastic media
Senjuntichai, Teerapong (Autor:in) / Keawsawasvong, Suraparb (Autor:in) / Plangmal, Rawiphas (Autor:in)
Marine Georesources & Geotechnology ; 37 ; 424-437
21.04.2019
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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