1 |
Pedersen, J. (1996). Wave forces and overtopping pn crown walls of rubble mound breakwaters. Ph.D. thesis, Series paper 12, ISBN 0909-4296 Hydraulics & Coastal Engineering Lab., Dept. of Civil Engineering, Aalborg University, Denmark.
|
2 |
Aniel-Quiroga, I., Vidal, C., Lara, J.L. and Gonzalez, M. (2019). Pressures on a rubble-mound breakwater crown-wall for tsunami impact. Coastal Engineering, 152, 543-558.
|
3 |
Chen, X., Hofland, B., Altomare, C., Suzuki, T. and Uijttewaal, W. (2015). Forces on a vertical wall on a dike crest due to overtopping flow. Coastal Engineering, 95, 103522.
|
4 |
EurOtop (2018). Manual on Wave Overtopping of Sea Defences and related Structures. Second Edition.
|
5 |
Ko, H.S., Lee, J.Y., Jang, S.C. and Oh, S.H. (2022). Experimental investigation of wave force on the pavement behind crown wall of rubble mound seawall. J. of Korean Society of Coastal and Ocean Engineers, 34(1), 19-25 (in Korean).
DOI
|
6 |
KOCED (2019). Wave setting up technique for physical model test of harbor and coastal engineering field, SPS-F KOCED 0004-7382:2019 (www.standard.go.kr) (in Korean).
|
7 |
Ministry of Oceans and Fisheries (MOF) (2017). Design Standards for Harbours and Fishing Ports in Korean (in Korean).
|
8 |
Molines, J., Herrera, M.P. and Medina, J.R. (2018). Extimations of wave forces on crown walls based on wave overtopping rates. Coastal Engineering, 132, 50-62.
DOI
|
9 |
Norgaard, J.Q.H., Andersen, T.L. and Burcharth, H.F. (2013). Wave loads on rubble mound breakwater crown walls in deep and shallow water wave conditions. Coastal Engineering, 80, 137-147.
DOI
|
10 |
Wolters, G., Muller, G., Bruce, T. and Obhrai, C. (2005). Large-scale experiments on wave downfall pressures. Proceedings of the Institution of Civil Engineers, Maritime Engineering, 158, 137-145.
DOI
|