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- W2380117692 abstract "Dynamic response of pore pressure in a multi-layered poroelastic seabed is studied by use of the Biot's theory.The displacements of the solid skeleton and the pore pressure are expressed in terms of two scalar potentials and one vector.Then,the Biot's dynamic equation can be solved by using the Fourier transformation and reducing to Helmholtz equations that the potentials satisfy.In order to obtain the general solutions for the multi-layered poroelastic seabed in the frequency-wavenumber domain,the transmission and reflection matrices(TRM) method is used to form the equivalent stiffness.Using the boundary conditions and continuous conditions,the frequency-wavenumber domain solutions are obtained.Finally,the time-space domain solutions for the multi-layered poroelastic seabed are obtained by means of the inverse Fourier transformation with respect to the horizontal coordinate.The effects of wave and soil characteristics on the wave-induced seabed pore pressure are investigated." @default.
- W2380117692 created "2016-06-24" @default.
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- W2380117692 date "2010-01-01" @default.
- W2380117692 modified "2023-09-24" @default.
- W2380117692 title "Analysis method for pore pressure in a multi-layered seabed under wave loading" @default.
- W2380117692 hasPublicationYear "2010" @default.
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