@article{Reis_Santos_Fortes_Lemos_Carvalho_Pohl_Bjornschein_2020, title={WAVE RUN-UP AND OVERTOPPING IN RUBBLE-MOUND BREAKWATERS UNDER OBLIQUE WAVE INCIDENCE}, url={https://icce-ojs-tamu.tdl.org/icce/article/view/10160}, DOI={10.9753/icce.v36v.structures.23}, abstractNote={<html>The existing data gaps triggered the interest in developing the present experimental work, whose main goal is to contribute to a new whole understanding of the phenomena to mitigate future sea level rise impacts in European coastal structures, including the run-up and overtopping characterization on rough and permeable slopes. The key point is to extend the range of wave steepness values in run-up, overtopping and armour layer stability studies, focusing on oblique extreme wave conditions and on their effects on a sloping breakwater’s trunk armour and roundhead. <br><br><b>Recorded Presentation from the vICCE (YouTube Link): <a href="https://youtu.be/sHxoaocYuL0">https://youtu.be/sHxoaocYuL0</a></b></html>}, number={36v}, journal={Coastal Engineering Proceedings}, author={Reis, Maria Teresa and Santos, Joao Alfredo and Fortes, Conceicao Juana and Lemos, Rute and Carvalho, Rita and Pohl, Reinhardt and Bjornschein, Antje}, year={2020}, month={Dec.}, pages={structures.23} }