<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>This paper deals with the wave-induced cyclic response of a porous seabed (by means of oscillating parameters: pore-fluid pressure, soil displacement components, effective normal stress and shear stress components) due to a surface sinusoidal water-wave propagating over a seabed of infinite thickness. The main existing analytical solutions to the governing problem are critically discussed, pointing out their meaningful errors and doubtful items. A phase-lag phenomena is particularly studied as an immanent part of any complex-valued analytical solutions having a cyclic nature.</p>
</abstract>

This paper deals with the wave-induced cyclic response of a porous seabed (by means of oscillating parameters: pore-fluid pressure, soil displacement components, effective normal stress and shear stress components) due to a surface sinusoidal water-wave propagating over a seabed of infinite thickness. The main existing analytical solutions to the governing problem are critically discussed, pointing out their meaningful errors and doubtful items. A phase-lag phenomena is particularly studied as an immanent part of any complex-valued analytical solutions having a cyclic nature.

Comments on Existing Analytical Solutions to the Wave-Induced Cyclic Response of a Porous Seabed of Infinite Thickness

Gdańsk University of Technology, Faculty of Civil and Environmental Engineering

Department of Geotechnical and Hydraulic Engineering

Polish Maritime Research

This work is licensed under the Creative Commons Attribution 4.0 International License.

This paper deals with the wave-induced cyclic response of a porous seabed (by means of oscillating parameters: pore-fluid pressure, soil displacement...

Comments on Existing Analytical Solutions to the Wave-Induced Cyclic Response of a Porous Seabed of Infinite Thickness

Online veröffentlicht: 21. Juli 2023

Seitenbereich: 197 - 206

DOI: https://doi.org/10.2478/pomr-2023-0033

Schlüsselwörter
porous seabed, infinite seabed thickness, cyclic response, soil saturation, sinusoidal progressive wave, phase-lag phenomenon, analytical solutions

© 2023 Waldemar Magda, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Comments on Existing Analytical Solutions to the Wave-Induced Cyclic Response of a Porous Seabed of Infinite Thickness

Online veröffentlicht: 21. Juli 2023

Seitenbereich: 197 - 206

DOI: https://doi.org/10.2478/pomr-2023-0033

Schlüsselwörterporous seabed, infinite seabed thickness, cyclic response, soil saturation, sinusoidal progressive wave, phase-lag phenomenon, analytical solutions

© 2023 Waldemar Magda, published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Schlüsselwörter
porous seabed, infinite seabed thickness, cyclic response, soil saturation, sinusoidal progressive wave, phase-lag phenomenon, analytical solutions