References
- Bagnold, R.A. (1939). Interim report on wave pressure research. J. Inst. Civil Engrs., 12, 202-226. https://doi.org/10.1680/ijoti.1939.14539
- Burcharth, H.F. and Christensen, C. (1991). On stationary and nonstationary porous flow in coarse granular materials: European Community, MAST G6-S: Project 1, Wave Action on and in Coastal Structures.
- Castellino, M., Sammarco, P., Romano, A., Martinelli, L., Ruol, P., Franco, P. and Girolamo, P. (2018). Large impulsive forces on recurved parapets under non-breaking waves. A numerical study, Coastal Engineering, 136, 1-15. https://doi.org/10.1016/j.coastaleng.2018.01.012
- Chen, X., Hofland, B., Molenaar, W., Capel, A., Marcel, R.A. and Gent, V. (2019). Use of impulses to determine the reaction force of a hydraulic structure with an overhang due to wave impact. Coastal Engineering, 147, 75-88. https://doi.org/10.1016/j.coastaleng.2019.02.003
- Cuomo. G., Lupoi, G., Shimosako, K. and Takahashi, S. (2011). Dynamic response and sliding distance of composite breakwaters under breaking and non-breaking wave attack. Coastal Engineering, 58, 953-969. https://doi.org/10.1016/j.coastaleng.2011.03.008
- Ghosal, S., Lund, T., Moin, P. and Akselvoll, K. (1995). A dynamic localization model for large-eddy simulation of turbulent flows. J. Fluid Mechanics, 286, 229-255. https://doi.org/10.1017/S0022112095000711
- Goda, Y. (2010). Random seas and design of maritime structures. 3rd Edition, World Scientific Publishing, Co. Ltd., Singapore.
- Higuera, P., Lara, J.L. and Losada, I.J. (2014). Three-dimensional interaction of waves and porous coastal structures using Open-FOAM. Part I: Formulation and validation. Coastal Engineering, 83, 243-258. https://doi.org/10.1016/j.coastaleng.2013.08.010
- Higuera, P., Liu, P.F., Lin, C., Wong, W.Y. and Kao, M.J. (2018). Laboratory-scale swash flows generated by a non-breaking solitary wave on a steep slope. Journal of Fluid Mechanics, 847, 186-227. https://doi.org/10.1017/jfm.2018.321
- Hsu, T.J., Sakakiyama, T. and Liu, P.L.F. (2002). A numerical model for wave motions and turbulence flows in front of a composite breakwater. Coastal Engineering, 46(1), 25-50. https://doi.org/10.1016/S0378-3839(02)00045-5
- Ito, Y. and Tanimoto, K. (1971). Meandering damage of composite type breakwater. Tech. Note of Port and Harbour Res. Inst., 112 (in Japanese).
- Jeng, D.S., Ye, J.H., Zhang, J.S. and Liu, P.F. (2013). An integrated model for the wave-induced seabed response around marine structures : Model verifications and applications. Coastal Engineering, 72, 1-19. https://doi.org/10.1016/j.coastaleng.2012.08.006
- Jensen, B., Jacobsen, N.G. and Christensen, E.D. (2014). Investigations on the porous media equations and resistance coefficients for coastal structures. Coastal Engineering, 84, 56-72. https://doi.org/10.1016/j.coastaleng.2013.11.004
- Jung, J.S., Lee, C.H. and Cho, Y.S. (2016). Distribution of forces at points on a vertical structure of semi-infinite breakwater considering diffraction. Journal of Korean Society of Coastal and Ocean Engineers, 28(4), 240-249 (in Korean). https://doi.org/10.9765/KSCOE.2016.28.4.240
- Kim, D.S., Hong, S.H., Kim, J.S. and Jeong, Y.T. (2000). Linear wave pressure distributions and loads acting on the vertical caisson of composite breakwater, and resulting wave reflection and transmission coefficients. Journal of Korean Society of Civil Engineers, 20(5B), 747-754 (in Korean).
- Kim, Y.T. and Lee, J.I. (2017). Hydraulic experiments on stable armor weight and covering range of round head of rubblemound breakwater armored with tetrapods: Non-breaking conditions. Journal of Korean Society of Coastal and Ocean Engineers, 29(6), 389-398 (in Korean). https://doi.org/10.9765/KSCOE.2017.29.6.389
- Kondo, S. and Takeda, H. (1983). Wave dissipating structures, Morikita Publishing Co. Ltd. (in Japanese).
- Lara, J.L., del Jesus, M. and Losada, I.J. (2012). Three-dimensional interaction of wave and porous coastal structures: Part II: Experimental validation, Coastal Engineering, 64, 26-46. https://doi.org/10.1016/j.coastaleng.2012.01.009
- Lee, K.H., Bae, J.H., An, S.W., Kim, D.S. and Bae, K.S. (2016). Numerical analysis on wave characteristics around submerged breakwater in wave and current coexisting field by OLAFOAM. Journal of Korean Society of Coastal and Ocean Engineers, 28(6), 332-349 (in Korean). https://doi.org/10.9765/KSCOE.2016.28.6.332
- Morihira, M. and Okuyama, I. (1965). Computing method of sea waves and diffraction diagrams. Tech. Note of Port and Harbour Res. Inst., 21 (in Japanese).
- Mostafa, A.M., Mizutani, N. and Iwata, K. (1999). Nonlinear wave, composite breakwater, and seabed dynamic interaction. Journal of Waterway, Port, Coastal, and Ocean Engineering, 125(2), ASCE, 88-97. https://doi.org/10.1061/(ASCE)0733-950X(1999)125:2(88)
- Ramsden, J.D. (1993). TSUNAMI: Forces on a vertical wall caused by long waves, bores, and surges on a dry bed. Ph.D Thesis, California Institute of Technology.
- Shimosako, K., Takahashi, T. and Tanimoto, K. (1994). Estimating the sliding distance of composite breakwaters due to wave forces inclusive of impulsive forces. ICCE, 1580-1594.
- Sulisz, W. (1997). Wave loads on caisson founded on multilayered rubble base. Journal of Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 123(3), 91-101. https://doi.org/10.1061/(ASCE)0733-950X(1997)123:3(91)
- Takahashi, S. and Tanimoto, K. (1983). Generation mechanism of impulsive pressure by breaking wave on a vertical wall. Rept. Port and Harbour Res. Inst., 22, 3-31 (in Japanese).
- Takahashi, S., Tanimoto, K. and Shimosako, K. (1993). Experimental study of impulsive pressure on composite breakwaters-Fundamental feature of impulsive pressure and the impulsive pressure coefficient-. Rept. Port and Harbour Res. Inst., 31(5), 33-72 (in Japanese).
- Takahashi, S., Tanimoto, K. and Shimosako, K. (1994). A proposal of impulsive pressure coefficient for design of composite breakwaters. Proceedings of the International Conference on Hydrotechnical Engineering for Port and Harbour Construction, 489-504.
- Tsuda, M. and Takayama, T. (2006). Design procedures for a caisson wall against impulsive wave forces. Annual J. Civil Engrg. Ocean, JSCE, 22, 667-672 (in Japanese). https://doi.org/10.2208/prooe.22.667
- Ye, J., Jeng, D., Liu, P.L.-F., Chan, A.H.C., Wang, R. and Zhu, C. (2014). Breaking wave-induced response of composite breakwater and liquefaction in seabed foundation. Coastal Engineering, 85, 72-86. https://doi.org/10.1016/j.coastaleng.2013.08.003