Formula for the maximum reference pressure at the interface of the breakwater core and filter layer-Reference-Cited by-同舟云学术

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Formula for the maximum reference pressure at the interface of the breakwater core and filter layer

Published:2021-10-02 Issue:4 Volume:63 Page:532-544
ISSN:2166-4250
Container-title:Coastal Engineering Journal
language:en
Short-container-title:Coastal Engineering Journal

Author:

Mahmoudi Kurdistani Sahameddin¹^ORCID,Aristodemo Francesco²,Francone Antonio³,Tripepi Giuseppe²,Tomasicchio Giuseppe Roberto⁴

Affiliation:

1. Hydraulic Research Division, IA.ING S.R.L., Lecce, Italy

2. Department of Civil Engineering, University of Calabria, Arcavacata Di Rende, Italy

3. Department of Civil, Environmental, Land, Building Engineering and Chemistry (Dicatech), Polytechnic University of Bari, Bari, Italy

4. Department of Engineering for Innovation, University of Salento, Lecce, Italy

Funder

Regione Puglia

Publisher

Informa UK Limited

Subject

Ocean Engineering,Modeling and Simulation,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/21664250.2021.1982518

Reference42 articles.

1. Solitary wave-induced forces on horizontal circular cylinders: Laboratory experiments and SPH simulations

2. Wave height distributions on shallow foreshores

3. Équations de L'écoulement non Lent en Milieu Perméable

4. Impact Of Coefficients In Momentum Equation On Selection Of Inertial Models

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1. Laboratory investigation on pore pressures inside a rubble mound breakwater in depth-limited waters;Applied Ocean Research;2024-06

2. Wave transformation across impermeable and porous artificial reefs;Coastal Engineering;2024-04

3. The solitary wave run-up on sloped beaches protected by submerged rigid breakwaters;Ocean Engineering;2023-08

4. Formula for wave transmission at submerged homogeneous porous breakwaters;Ocean Engineering;2022-12

5. On the stability of submerged rigid breakwaters against solitary waves;Coastal Engineering;2022-10

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