Armor Damage of Overtopped Mound Breakwaters in Depth-Limited Breaking Wave Conditions

Autor: Patricia Mares-Nasarre, Gloria Argente, M. Esther Gómez-Martín, Josep R. Medina

Publikováno v: Journal of Marine Science and Engineering, Vol 9, Iss 9, p 952 (2021)

Armor damage due to wave attack is the principal failure mode to be considered when designing conventional mound breakwaters. Armor layers of mound breakwaters are typically designed using formulas in the literature for non-overtopped mound breakwate

Externí odkaz: https://doaj.org/article/0a3a2135bcb744368b313580e847c841

Comparison of Existing Equations for the Design of Crown Walls: Application to the Case Study of Ericeira Breakwater (Portugal)

Autor: Fábio Pereira, Maria Graça Neves, José-Santos López-Gutiérrez, María Dolores Esteban, Vicente Negro

Publikováno v: Journal of Marine Science and Engineering, Vol 9, Iss 3, p 285 (2021)

The correct calculation of forces and moments caused by wave action over crown wall structures is critical for their design. There are several existing equations for this, some of which are sanctioned in practice as it is the case for Jensen (1984) a

Externí odkaz: https://doaj.org/article/f48acc64d48b4064976003790ec2490c

Application to the case study of ericeira breakwater (Portugal)

Autor: María Dolores Esteban, Fábio Pereira, Maria Graça Neves, José-Santos López-Gutiérrez, Vicente Negro

Publikováno v: Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Journal of Marine Science and Engineering
Volume 9
Issue 3
Journal of Marine Science and Engineering, Vol 9, Iss 285, p 285 (2021)

The correct calculation of forces and moments caused by wave action over crown wall structures is critical for their design. There are several existing equations for this, some of which are sanctioned in practice as it is the case for Jensen (1984) a

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::006b1ae58dfba38ea669b611e582a4af

Вибір та моделювання процесу формозмінювання деталей шаруватого ударостійкого елементу

Publikováno v: International Scientific and Technical conference "The Progressive Technics, Technology and Engineering Education"; No. XXII (2021): PROGRESSIVE TECHNICS,TECHNOLOGY and engineering education
Матеріали науково-технічної конференції "Прогресивна техніка, технологія та інженерна освіта"; № XXII (2021): Прогресивна техніка, технологія та інженерна освіта

An impact-resistant layered element consisting of two outer layers from highly rigid material and an inner layer from viscoelastic material has been developed. The item reduces the barring effect on the protected object. The design peculiarity is tha

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=scientific_p::01debd2ab2d2fb0d52ffb66ab0514c60
http://conf.mmi.kpi.ua/proc/article/view/239018

Armor Damage of Overtopped Mound Breakwaters in Depth-Limited Breaking Wave Conditions

Autor: Josep R. Medina, Patricia Mares-Nasarre, Gloria Argente, M. Esther Gómez-Martín

Publikováno v: RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname
Journal of Marine Science and Engineering, Vol 9, Iss 952, p 952 (2021)
Journal of Marine Science and Engineering
Volume 9
Issue 9

[EN] Armor damage due to wave attack is the principal failure mode to be considered when designing conventional mound breakwaters. Armor layers of mound breakwaters are typically designed using formulas in the literature for non-overtopped mound brea

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dab01c0404dd1876b0b8692be762c81c
https://doi.org/10.3390/jmse9090952