Stability analysis of a seabed subjected to wave loading
type: Item
instance of: scholarly article
title: Stability analysis of a seabed subjected to wave loading
zbMATH Open document ID: 0772.73045
DOI: 10.1016/0093-6413(92)90051-B
published in: Mechanics Research Communications
publication date: 1993-01-16T00:00:00Z
review text: The paper deals with the stability of seabed constituted by a cohesive soil subjected to wave loading. This problem is very important for the designing of offshore structures. The stability analysis is based on the yield theory. For a given cohesion gradient and water depth, the study presents the wave height and length for which the seabed remains stable.
reviewed by: V.Gioncu
Mathematics Subject Classification ID: 74G99
Mathematics Subject Classification ID: 74H99
Mathematics Subject Classification ID: 74L10
Mathematics Subject Classification ID: 74F10
zbMATH DE Number: 92773
zbMATH Keywords: cohesive soil
zbMATH Keywords: offshore structures
zbMATH Keywords: yield theory
zbMATH Keywords: wave height
author: L. Dormieux
MaRDI profile type: Publication
description: scientific article; zbMATH DE number 92773