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Empirical Formulas for Estimating Overtopping Discharge and Wave Force of Recurved Parapets Placed on the Crest of Rubble Mound Breakwaters
Sang-Ho Oh
J Korean Soc Coast Ocean Eng. 2026;38(2):43-55. Published online April 30, 2026
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Development of an Empirical Formula for Wave Overtopping of a Single-Chamber Slit Caisson Based on Hydraulic Model Tests
Chang-Hoon Yoo, Yun-Ho Choi, Do-Hyeon An, Kwang-Ho Lee
J Korean Soc Coast Ocean Eng. 2025;37(4):152-161. Published online August 31, 2025
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Uplift Pressures Acting on the Crown Wall of Rubble Mound Structure under Monochromatic Wave Conditions: Case for the Same Level as the Freeboard and Armour Height
Jong-In Lee
J Korean Soc Coast Ocean Eng. 2024;36(6):251-260. Published online December 31, 2024
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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
J Korean Soc Coast Ocean Eng. 2024;36(3):105-115. Published online June 30, 2024
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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
J Korean Soc Coast Ocean Eng. 2023;35(3):49-56. Published online June 30, 2023
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Experimental Study for Downfall Pressure on the Floor behind Rubble-Mound Structure by Wave Overtopping: Non-Breaking Condition
Jong-In Lee, Gang Il Moon, Young Il Kim
J Korean Soc Coast Ocean Eng. 2022;34(2):27-36. Published online April 28, 2022
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