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2. 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. 

3. EurOtop (2018). Manual on Wave Overtopping of Sea Defences and related Structures. Second Edition. 

4. 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). 

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5. 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). 

6. Ministry of Oceans and Fisheries (MOF) (2017). Design Standards for Harbours and Fishing Ports in Korean (in Korean). 

7. 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. 

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8. 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. 

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9. 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. 

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