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| Hydraulic and Numerical Tests on Wave Overtopping for Vertical Seawall with Relatively Shallow and Steep Sloped Water Depth Young-Taek Kim, Hyukjin Choi, Hwangki Lee 
		J Korean Soc Coast Ocean Eng. 2022;34(6):258-265.   Published online 2022 Dec 27		    DOI: https://doi.org/10.9765/KSCOE.2022.34.6.258
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| Citations to this article as recorded by  Hydraulic Model Experiments and Performance Analysis of Existing Empirical Formulas for Overtopping Discharge on Tetrapod Armored Rubble Mound Structures with Low Relative Freeboard Sang-Woo Yoo, Jae-Young Kim, Do-Sam Kim, Kwang-Ho Lee Journal of Korean Society of Coastal and Ocean Eng.2024; 36(3): 105.     CrossRef Development of a typhoon wave overtopping prediction model based on an artificial neural network Seung-Woo Kim, Hwangki Lee, Hyukjin Choi Korea Society of Coastal Disaster Prevention.2023; 10(1): 25.     CrossRef Physical Model Test for Wave Overtopping for Vertical Seawall with Relatively Steep Bottom Slope for the Impulsive Wave Condition Young-Taek Kim, Jong-In Lee Journal of Korean Society of Coastal and Ocean Eng.2023; 35(2): 33.     CrossRef Physical Model Tests for Mean Wave Overtopping Discharge of Rubble-mound Structure Covered by Tetrapods: RC/AC = 1 and cota = 1.5 Conditions Jong-In Lee, Young-Taek Kim Journal of Korean Society of Coastal and Ocean Eng.2023; 35(3): 49.     CrossRef Physical Model Experiment for Estimating Wave Overtopping on a Vertical Seawall under Regular Wave Conditions for On-Site Measurements Dong-Hoon Yoo, Young-Chan Lee, Do-Sam Kim, Kwang-Ho Lee Journal of Korean Society of Coastal and Ocean Eng.2023; 35(4): 75.     CrossRef |