Damage analysis for rubble-mound breakwaters

Auteur	Rechercher : Davies, Michael H.¹; Rechercher : Mansard, Etienne P. D.¹; Rechercher : Cornett, Andrew M.¹
Affiliation	Conseil national de recherches Canada. Centre d'hydraulique canadien du CNRC
Format	Texte, Article
Conférence	24th International Conference on Coastal Engineering (ICCE'94), October 23-28, 1994, Kobe, Japan
ISBN	978-0-7844-0089-0 0-7844-0089-X
Résumé	Storm damage to rubble-mound structures can range from the piece-wise removal of individual armour stones to the large-scale sliding of the entire armour layer. This paper presents an overview of qualitative and quantitative descriptions of various types of armour layer damage due to wave action. This work is based on a series of large-scale physical models of revetment stability. The discussion includes methods for measuring the change in profile and the use of the normalized area eroded, S. A new parameter, dc is introduced as a measure of the minimum depth of cover remaining on the structure. An analysis method is presented which predicts the armour layer's factor of safety against sliding.
Date de publication	1994
Dans	Proceedings of the 24th International Conference on Coastal Engineering (1994) : 1001–1015.
Langue	anglais
Numéro du CNRC	PAP-94-1 PAP-94-6
Numéro NPARC	12339218
Exporter la notice	Exporter en format RIS
Signaler une correction	Signaler une correction (s'ouvre dans un nouvel onglet)
Identificateur de l’enregistrement	a1b30a7d-1e64-47c9-a0f6-76d360c68b43
Enregistrement créé	2009-09-11
Enregistrement modifié	2020-04-27

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Date de modification :: 2026-06-09