119
He, H. (2021, Janvier 13). What is Overfitting and Underfitting? . [en ligne]. [Consulté le
09/04/2023]. Disponible sur le web: https://www.linkedin.com/pulse/what-overfittingunderfitting-he-hao/
Jungkyu, A., & Yeji, N. (2014). Development of Two-Dimensional Inundation Modelling
Process. Civil Engineering. doi:10.100712205-419-1588-9, P. 1
Jost, B., Marcel, V., et al. (2021). Wave overtopping predictions using an advanced machine.
journal homepage, vol 12. doi:103830, P. 4
Koffi, k. (2022, Fevrier 20). Classification Vs. Clustering - A Practical Explanation. [en ligne].
[Consulté le 04/04/2023 ]. Disponible sur le web: https://blog.bismart.com/en/classification-vs.clustering-a-practical-explanation
Mario, B. (2018-2019). Design of a wavemaker for the water tank at the Politecnico di Torino.
Torino: Politecnico Di Torino, P.P.46-70
Nguyen, D.-T. (2012). Stabilité et franchissement des digues maritimes. Mémoire d'ingenieur
(thése de docorat). Mécanique des Milieux Fluides. Havre : Université de Havre, P.P 20-39
Offenstein, F., Thuilliez, J. (s.d.). Culture maritime. [en ligne]. [Consulté le 16/02/2023].
Disponible sur le web: //www.culture-maritime.com/fr/page-mme4_cours.xhtml
Sharp. N., Smythe. O. et al., (1997). CONSOLIDATION SETTLEMENT OF QUAY WALLS,
QUAY APRONS AND CRANE RAILS INVOLVING ROCKFILLS . DISCUSSION.
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy, 124(3), 212p.
doi:10.1680/iwtme.1997.29785
Stander, C. (2015). Analysis of Extreme Events in the Coastal Engineering Environment.
Mémoire d'ingénieur. Applied Mathematics. Stellenbosch : University de Stellenbosch. P. 27
Steve, H. (1993). Physical Models and Laboratory Techniques in Coastal Engineering. USA:
Coastal Engineering Research Center, P.P. 1-15
Stuart, C. (2001). An Introduction to Statistical Modeling of Extreme Values. London: Springer
Series in Statistics, P.P. 45-58
Symonds, A. M., Vijverberg, T., et al. (2017). Comparison between Mike 21 FM, delet 3D FM
Fellow models of western port bay, Australia. Coastal Engineering Proceedings, 1(35),
currents.11. https://doi.org/10.9753/icce.v35.currents.11, P. 1
Tabet-Aoul, E.-H. (2000). Adaptation de la méthode de la Goda pour la détermination des forces
horizontales maximales agissant sur les digues à paroi perforée. Cean (France), Doi :
10.5150/JNGCGC.2000.038-T
disponible
sur
le
web
:
https://www.semanticscholar.org/paper/Adaptation-de-la-m%C3%A9thode-de-Goda-pour-la-deforces-Tabet-Aoul/e27521a764413c117a7d63e543cc6f41a175cecd, P.P 1-2
He, H. (2021, Janvier 13). What is Overfitting and Underfitting? . [en ligne]. [Consulté le
09/04/2023]. Disponible sur le web: https://www.linkedin.com/pulse/what-overfittingunderfitting-he-hao/
Jungkyu, A., & Yeji, N. (2014). Development of Two-Dimensional Inundation Modelling
Process. Civil Engineering. doi:10.100712205-419-1588-9, P. 1
Jost, B., Marcel, V., et al. (2021). Wave overtopping predictions using an advanced machine.
journal homepage, vol 12. doi:103830, P. 4
Koffi, k. (2022, Fevrier 20). Classification Vs. Clustering - A Practical Explanation. [en ligne].
[Consulté le 04/04/2023 ]. Disponible sur le web: https://blog.bismart.com/en/classification-vs.clustering-a-practical-explanation
Mario, B. (2018-2019). Design of a wavemaker for the water tank at the Politecnico di Torino.
Torino: Politecnico Di Torino, P.P.46-70
Nguyen, D.-T. (2012). Stabilité et franchissement des digues maritimes. Mémoire d'ingenieur
(thése de docorat). Mécanique des Milieux Fluides. Havre : Université de Havre, P.P 20-39
Offenstein, F., Thuilliez, J. (s.d.). Culture maritime. [en ligne]. [Consulté le 16/02/2023].
Disponible sur le web: //www.culture-maritime.com/fr/page-mme4_cours.xhtml
Sharp. N., Smythe. O. et al., (1997). CONSOLIDATION SETTLEMENT OF QUAY WALLS,
QUAY APRONS AND CRANE RAILS INVOLVING ROCKFILLS . DISCUSSION.
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy, 124(3), 212p.
doi:10.1680/iwtme.1997.29785
Stander, C. (2015). Analysis of Extreme Events in the Coastal Engineering Environment.
Mémoire d'ingénieur. Applied Mathematics. Stellenbosch : University de Stellenbosch. P. 27
Steve, H. (1993). Physical Models and Laboratory Techniques in Coastal Engineering. USA:
Coastal Engineering Research Center, P.P. 1-15
Stuart, C. (2001). An Introduction to Statistical Modeling of Extreme Values. London: Springer
Series in Statistics, P.P. 45-58
Symonds, A. M., Vijverberg, T., et al. (2017). Comparison between Mike 21 FM, delet 3D FM
Fellow models of western port bay, Australia. Coastal Engineering Proceedings, 1(35),
currents.11. https://doi.org/10.9753/icce.v35.currents.11, P. 1
Tabet-Aoul, E.-H. (2000). Adaptation de la méthode de la Goda pour la détermination des forces
horizontales maximales agissant sur les digues à paroi perforée. Cean (France), Doi :
10.5150/JNGCGC.2000.038-T
disponible
sur
le
web
:
https://www.semanticscholar.org/paper/Adaptation-de-la-m%C3%A9thode-de-Goda-pour-la-deforces-Tabet-Aoul/e27521a764413c117a7d63e543cc6f41a175cecd, P.P 1-2