Skip to main content
Have a personal or library account? Click to login
Criticism of the Analytical Solutions to the Wave-Induced Cyclic Response of a Poro-Elastic Seabed of Finite Thickness Cover

Criticism of the Analytical Solutions to the Wave-Induced Cyclic Response of a Poro-Elastic Seabed of Finite Thickness

Archives of Hydro-Engineering and Environmental Mechanics
Volume 72 (2025): Issue 1 (January 2025)
By: Waldemar Magda  
Open Access
|Nov 2025
Authors

Authors

Waldemar Magda

waldemar.magda@pg.edu.pl

Gdańsk University of Technology, Faculty of Civil and Environmental Engineering, Department of Geotechnical and Hydraulic Engineering, Gdańsk, Poland
DOI: https://doi.org/10.2478/heem-2025-0004 | Journal eISSN: 2300-8687 | Journal ISSN: 1231-3726
Journal RSS Feed
Language: English
Page range: 51 - 74
Submitted on: Apr 13, 2025
Published on: Nov 17, 2025
Published by: Polish Academy of Sciences, Institute of Hydro-Engineering
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Wave-induced cyclic response,
Analytical solutions,
Dual-elasticity of seabed,
Partly saturated seabed,
Finite thickness of seabed,
Sinusoidal progressive wave,
Soil permeability,
Pore-fluid mobility,
Pore-fluid compressibility,
Degree of saturation,
Shear modulus of soil
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other

© 2025 Waldemar Magda, published by Polish Academy of Sciences, Institute of Hydro-Engineering
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Volume 72 (2025): Issue 1 (January 2025)
Previous article