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
2023
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Wave-induced seabed response around a pipe laid on a poro-elastic seabed
Tema Archive | 1999
|Wave damping analysis in a porous seabed
Springer Verlag | 2006
|The effects of variable permeability on the wave-induced seabed response
Tema Archive | 1997
|Wave-induced seabed instability around a buried pipeline in a poro-elastic seabed
Tema Archive | 2000
|