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Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions

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Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions

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Gómez-Martín, ME.; Herrera, MP.; Gonzalez-Escriva, J.; Medina, JR. (2018). Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions. Journal of Marine Science and Engineering. 6(4):150-161. https://doi.org/10.3390/jmse6040150

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Título: Cubipod® Armor Design in Depth-Limited Regular Wave-Breaking Conditions
Autor: GÓMEZ-MARTÍN, M. ESTHER Herrera, Maria P. Gonzalez-Escriva, J.A. Medina, Josep R.
Entidad UPV: Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports
Fecha difusión:
Resumen:
[EN] Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests conducted in non-overtopping and non-breaking conditions. However, most of the breakwaters built around the world are ...[+]
Palabras clave: Mound breakwater , Armor stability , Cubipod® , Breaking waves , Non-overtopping , Horizontal foreshore , Regular waves
Derechos de uso: Reconocimiento (by)
Fuente:
Journal of Marine Science and Engineering. (eissn: 2077-1312 )
DOI: 10.3390/jmse6040150
Editorial:
MDPI AG
Versión del editor: https://doi.org/10.3390/jmse6040150
Código del Proyecto:
info:eu-repo/grantAgreement/GVA//GV%2F2017%2F031/
Agradecimientos:
This research was funded by Conselleria d'Educacio, Investigacio, Cultura i Esport (Generalitat Valenciana) under grant GV/2017/031.
Tipo: Artículo

References

Herrera, M. P., Gómez-Martín, M. E., & Medina, J. R. (2017). Hydraulic stability of rock armors in breaking wave conditions. Coastal Engineering, 127, 55-67. doi:10.1016/j.coastaleng.2017.06.010

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Medina, J. R., & Gómez-Martín, M. E. (2012). KD AND SAFETY FACTORS OF CONCRETE ARMOR UNITS. Coastal Engineering Proceedings, 1(33), 29. doi:10.9753/icce.v33.structures.29 [+]
Herrera, M. P., Gómez-Martín, M. E., & Medina, J. R. (2017). Hydraulic stability of rock armors in breaking wave conditions. Coastal Engineering, 127, 55-67. doi:10.1016/j.coastaleng.2017.06.010

Battjes, J. A., & Groenendijk, H. W. (2000). Wave height distributions on shallow foreshores. Coastal Engineering, 40(3), 161-182. doi:10.1016/s0378-3839(00)00007-7

Medina, J. R., & Gómez-Martín, M. E. (2012). KD AND SAFETY FACTORS OF CONCRETE ARMOR UNITS. Coastal Engineering Proceedings, 1(33), 29. doi:10.9753/icce.v33.structures.29

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Van Gent, M. R. A. (2013). Rock stability of rubble mound breakwaters with a berm. Coastal Engineering, 78, 35-45. doi:10.1016/j.coastaleng.2013.03.003

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Concrete Layer Innovation (CLI) http://www.concretelayer.com/documentation

Guidelines for Xbloc Concept Designs https://www.xbloc.com/sites/default/files/domain-671/documents/xbloc-design-guidelines-2014-671-15039173271578936988.pdf

Gómez-Martín, M. E., & Medina, J. R. (2014). Heterogeneous Packing and Hydraulic Stability of Cube and Cubipod Armor Units. Journal of Waterway, Port, Coastal, and Ocean Engineering, 140(1), 100-108. doi:10.1061/(asce)ww.1943-5460.0000223

Medina, J. R., Hudspeth, R. T., & Fassardi, C. (1994). Breakwater Armor Damage due to Wave Groups. Journal of Waterway, Port, Coastal, and Ocean Engineering, 120(2), 179-198. doi:10.1061/(asce)0733-950x(1994)120:2(179)

Herrera, M. P., & Medina, J. R. (2015). Toe berm design for very shallow waters on steep sea bottoms. Coastal Engineering, 103, 67-77. doi:10.1016/j.coastaleng.2015.06.005

Herrera, M. P., Molines, J., & Medina, J. R. (2016). Hydraulic stability of nominal and sacrificial toe berms for mound breakwaters on steep sea bottoms. Coastal Engineering, 114, 361-368. doi:10.1016/j.coastaleng.2016.05.006

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