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Patricia Mares-Nasarre, Gloria Argente, M. Esther Gómez-Martín and Josep R. Medina
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 breakwaters i...
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Enjin Zhao, Lin Mu, Zhaoyang Hu, Xinqiang Wang, Junkai Sun and Zhiyong Zhang
Revetment elements and protective facilities on a breakwater can effectively weaken the impact of waves. In order to resist storm surges, there is a plan to build a breakwater on the northern shore of Meizhou Bay in Putian City, China. To better design i...
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Gloria Argente, M. Esther Gómez-Martín and Josep R. Medina
Mound breakwaters with significant overtopping rates in depth-limited conditions are common in practice due to social concern about the visual impact of coastal structures and sea level rise due to climatic change. For overtopped mound breakwaters, the h...
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