Coasts, Marine Structures and Breakwaters 2017 2018
DOI: 10.1680/cmsb.63174.0575
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Alderney Breakwater, a developed rehabilitation solution

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“…Despite the practical relevance of the matter concerning the upgrade of aging coastal and harbor breakwaters, few researches has been carried out, which mainly consists in design exercises using only desk study tools or suggested methods for the selection of the possible restoration options for damaged breakwaters (Croeneveld et al 1984) and adaptation solutions to the effects of climate change for existing structures (Burcharth et al 2014;Foti et al 2020;Isobe 2013;Koftis et al 2015). In addition, some investigations on implemented restoration projects are available, that however only describe the design procedures, without defining formulae or models suitable for the design of upgrading options or testing the applicability of the traditional state-of-art design equations (Jensen et al 2018;Ligteringen et al 1993;Main et al 2018;Santos-Ferreira et al 2015). As regards the available numerical models, they have not been sufficiently calibrated to simulate all the common restoration concepts, particularly concerning the stability of the armor layer (Burcharth et al 2014;Lara et al 2019).…”
Section: Introductionmentioning
confidence: 99%
“…Despite the practical relevance of the matter concerning the upgrade of aging coastal and harbor breakwaters, few researches has been carried out, which mainly consists in design exercises using only desk study tools or suggested methods for the selection of the possible restoration options for damaged breakwaters (Croeneveld et al 1984) and adaptation solutions to the effects of climate change for existing structures (Burcharth et al 2014;Foti et al 2020;Isobe 2013;Koftis et al 2015). In addition, some investigations on implemented restoration projects are available, that however only describe the design procedures, without defining formulae or models suitable for the design of upgrading options or testing the applicability of the traditional state-of-art design equations (Jensen et al 2018;Ligteringen et al 1993;Main et al 2018;Santos-Ferreira et al 2015). As regards the available numerical models, they have not been sufficiently calibrated to simulate all the common restoration concepts, particularly concerning the stability of the armor layer (Burcharth et al 2014;Lara et al 2019).…”
Section: Introductionmentioning
confidence: 99%