Comments on Existing Analytical Solutions to the Wave-Induced Cyclic Response of a Porous Seabed of Infinite Thickness-Reference-Cited by-同舟云学术

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

Published:2023-06-01 Issue:2 Volume:30 Page:197-206
ISSN:2083-7429
Container-title:Polish Maritime Research
language:en
Short-container-title:

Author:

Magda Waldemar¹^ORCID

Affiliation:

1. 1 Gdańsk University of Technology, Faculty of Civil and Environmental Engineering , Department of Geotechnical and Hydraulic Engineering , Poland

Abstract

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.

Publisher

Walter de Gruyter GmbH

Subject

Mechanical Engineering,Ocean Engineering

Link

https://www.sciendo.com/pdf/10.2478/pomr-2023-0033

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3. D.-S. Jeng, Porous Models for Wave-seabed Interactions, Berlin and Heidelberg: Springer, 2013, DOI: 10.1007/978-3-642-33593-8.

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