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Comparative study of breakwater crown wall – calculation methods
Citation
Negro Valdecantos, Vicente 
ORCID: https://orcid.org/0000-0002-5110-0891, López Gutiérrez, José Santos ORCID: https://orcid.org/0000-0002-3854-755X and Polvorinos Flors, José Ignacio
(2013).
Comparative study of breakwater crown wall – calculation methods.
"Proceedings of the Institution of Civil Engineers-Maritime Engineering", v. 166
(n. 1);
pp. 25-41.
ISSN 1741-7597.
https://doi.org/10.1680/maen.2010.29.
Description
| Title: | Comparative study of breakwater crown wall – calculation methods |
|---|---|
| Author/s: |
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| Item Type: | Article |
| Título de Revista/Publicación: | Proceedings of the Institution of Civil Engineers-Maritime Engineering |
| Date: | March 2013 |
| ISSN: | 1741-7597 |
| Volume: | 166 |
| Subjects: | |
| Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
| Department: | Ingeniería Civil: Ordenación del Territorio, Urbanismo y Medio Ambiente [hasta 2014] |
| Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
Abstract
An investigation was undertaken consisting of a state-of-the-art and comparative analysis of currently available methods for calculating the structural stability of wave walls in sloping breakwaters. A total of six design schemes are addressed. The conditions under which the formulations and ranges of validity are explicitly indicated by their authors, are given. The lack of definition in parameters to be used and aspects not taken into account in their investigations are discussed and the results of this analysis are given in a final table.
More information
| Item ID: | 19041 |
|---|---|
| DC Identifier: | https://oa.upm.es/19041/ |
| OAI Identifier: | oai:oa.upm.es:19041 |
| DOI: | 10.1680/maen.2010.29 |
| Official URL: | http://www.icevirtuallibrary.com/content/article/1... |
| Deposited by: | Memoria Investigacion |
| Deposited on: | 25 Nov 2013 09:50 |
| Last Modified: | 15 Jul 2015 10:45 |
