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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
doi: https://doi.org/10.9765/KSCOE.2025.37.4.152
                        
Time Response Analysis of Caissons by Installing New Caisson on Existing Caisson Breakwater in Irregular Wave Condition
Min Su Park, Young Taek Kim, Sangki Park, Jiyoung Min
J Korean Soc Coast Ocean Eng. 2022;34(6):233-246.   Published online December 27, 2022
doi: https://doi.org/10.9765/KSCOE.2022.34.6.233
                        
Interaction Analysis between Waves and Caissons by Damping Zone Effect for Installing New Caisson on Old Caisson Breakwater
Min Su Park, Young Taek Kim, Sangki Park, Jiyoung Min
J Korean Soc Coast Ocean Eng. 2022;34(5):156-168.   Published online October 31, 2022
doi: https://doi.org/10.9765/KSCOE.2022.34.5.156
                           Cited By 1
Interaction Effect between Caissons by Installation of New Caisson on Existing Caisson Breakwater in Second Order Stokes Wave Condition
Min Su Park
J Korean Soc Coast Ocean Eng. 2021;33(6):345-356.   Published online December 31, 2021
doi: https://doi.org/10.9765/KSCOE.2021.33.6.345
                           Cited By 2
Load & Resistance Factors Calibration for Front Covered Caisson Breakwater
Dong Hyawn Kim, Jungwon Huh
J Korean Soc Coast Ocean Eng. 2021;33(6):293-297.   Published online December 31, 2021
doi: https://doi.org/10.9765/KSCOE.2021.33.6.293
                        
Load & Resistance Factors Calibration for Sliding and Overturning Limit State Design of Perforated Caisson Breakwater
Dong Hyawn Kim
J Korean Soc Coast Ocean Eng. 2020;32(6):458-464.   Published online December 31, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.6.458
                           Cited By 1
Characteristics of Wave on Circular Breakwater of Double Array by Various Porous Coefficients among Circular Caissons
Min Su Park
J Korean Soc Coast Ocean Eng. 2020;32(6):420-433.   Published online December 31, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.6.420
                           Cited By 1
Characteristics of Wave by Additional Installation of Porous Dual Circular Caissons on the Existing Breakwater
Min Su Park
J Korean Soc Coast Ocean Eng. 2020;32(6):396-410.   Published online December 31, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.6.396
                           Cited By 1
Consideration on Ways to Reduce a Edge Pressure at Bottom Plate of Caisson Breakwaters
Woo-Sun Park, Byeong Wook Lee
J Korean Soc Coast Ocean Eng. 2020;32(5):331-339.   Published online October 31, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.5.331
                           Cited By 1
Wave Structure Interaction by Installation of New Circular Caissons on Old Circular Caisson Breakwater
Min Su Park
J Korean Soc Coast Ocean Eng. 2020;32(5):307-321.   Published online October 31, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.5.307
                           Cited By 4
Stability Evaluation of Rear-Parapet Caisson Breakwaters under Regular Waves by Numerical Simulation
Byeong Wook Lee, Woo-Sun Park, Sukjin Ahn
J Korean Soc Coast Ocean Eng. 2020;32(2):95-105.   Published online April 30, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.2.95
                           Cited By 1
Proposal of Rotating Stability Assessment Formula for an Interlocking Caisson Breakwater Subjected to Wave Forces
Woo-Sun Park, Deokhee Won, Jihye Seo, Byeong Wook Lee
J Korean Soc Coast Ocean Eng. 2020;32(1):11-16.   Published online February 28, 2020
doi: https://doi.org/10.9765/KSCOE.2020.32.1.11
                           Cited By 2
Hydraulic Experiments on Reflection Coefficients for Perforated Wall Caisson with Rock Fill
Young-Taek Kim, Jong-In Lee
J Korean Soc Coast Ocean Eng. 2019;31(6):403-408.   Published online December 31, 2019
doi: https://doi.org/10.9765/KSCOE.2019.31.6.403
                           Cited By 3
Characteristics of Wave Forces by Installation of New Circular Caisson on the Back of Old Circular Caisson
Min Su Park
J Korean Soc Coast Ocean Eng. 2019;31(6):395-402.   Published online December 31, 2019
doi: https://doi.org/10.9765/KSCOE.2019.31.6.395
                           Cited By 3
Load & Resistance Factors Calibration for Limit State Design of Non-Perforated Caisson Breakwater
Dong Hyawn Kim
J Korean Soc Coast Ocean Eng. 2019;31(6):351-355.   Published online December 31, 2019
doi: https://doi.org/10.9765/KSCOE.2019.31.6.351
                           Cited By 4
Evaluation of Empirical Porous-Media Parameters for Numerical Simulation of Wave Pressure on Caisson Breakwater Armored with Tetrapods
Geun Se Lee, Sang-Ho Oh, Sung Bum Yoon
J Korean Soc Coast Ocean Eng. 2019;31(6):344-350.   Published online December 31, 2019
doi: https://doi.org/10.9765/KSCOE.2019.31.6.344
                           Cited By 1
Three-dimensional Simulation of Wave Reflection and Pressure Acting on Circular Perforated Caisson Breakwater by OLAFOAM
Kwang-Ho Lee, Ju-Hyun Bae, Sang-Gi Kim, Do-Sam Kim
J Korean Soc Coast Ocean Eng. 2017;29(6):286-304.   Published online December 31, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.6.286
                           Cited By 11
Reliability Analysis of the Long Caisson Breakwater Considering to the Wave Force Reduction Parameter
Gee Nam Lee, Woo Sun Park, Dong Hyawn Kim
J Korean Soc Coast Ocean Eng. 2017;29(2):121-127.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.121
                        
Behavior of Walls of Open-cell Caissons Using Filler under Abnormally High Waves
Jihye Seo, Deokhee Won, Woo-Sun Park
J Korean Soc Coast Ocean Eng. 2017;29(2):83-91.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.83
                        
Proposal of Sliding Stability Assessment Formulas for an Interlocking Caisson Breakwater under Wave Forces
Woo-Sun Park, Deokhee Won, Jihye Seo
J Korean Soc Coast Ocean Eng. 2017;29(2):77-82.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.77
                        
Study on Earth Pressure Acting Against Caisson Structure with the Heel
Kun-Sun Yoo
J Korean Soc Coast Ocean Eng. 2017;29(2):67-76.   Published online April 30, 2017
doi: https://doi.org/10.9765/KSCOE.2017.29.2.67
                        
Time Domain Analysis on Deck Wetness of a Caisson Wet-towed in Irregular Waves
Jae-Kyung Heo, Chang-Wook Park
J Korean Soc Coast Ocean Eng. 2016;28(1):27-33.   Published online February 29, 2016
doi: https://doi.org/10.9765/KSCOE.2016.28.1.27
                           Cited By 2
Experimental Investigation for Evaluating Wave Forces on Perforated Caisson with Two Wave Chambers
Sang-Ho Oh, Chang-Hwan Ji, Dal Soo Lee
J Korean Soc Coast Ocean Eng. 2015;27(6):443-451.   Published online December 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.6.443
                        
Dispersion Characteristics of Wave Forces on Interlocking Caisson Breakwaters by Cross Cables
Ji Hye Seo, Jin Hak Yi, Woo Sun Park, Deck Hee Won
J Korean Soc Coast Ocean Eng. 2015;27(5):315-323.   Published online October 31, 2015
doi: https://doi.org/10.9765/KSCOE.2015.27.5.315
                        Supplementary         Cited By 5
Comparison of Maximum Horizontal Wave Force Acting on Perforated Caisson Breakwater with Single and Double Chamber
J Korean Soc Coast Ocean Eng. 2014;26(5):335-341.   Published online October 31, 2014
doi: https://doi.org/10.9765/KSCOE.2014.26.5.335
                           Cited By 3
Comparative Study of Design Methods for Sliding of Perforated-wall Caisson Breakwater
J Korean Soc Coast Ocean Eng. 2014;26(5):267-277.   Published online October 31, 2014
doi: https://doi.org/10.9765/KSCOE.2014.26.5.267
                        
Estimation of Seismic Fragility for Busan and Incheon Harbor Quay Walls
J Korean Soc Coast Ocean Eng. 2013;25(6):412-421.   Published online December 31, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.6.412
                           Cited By 2
Numerical Modeling on the Change in Discharge Performance of the Sluice for Tidal Power Plant According to the Apron Shape
J Korean Soc Coast Ocean Eng. 2013;25(2):94-102.   Published online April 30, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.2.94
                        
Evaluation of Vibration Characteristics of Caisson-Type Breakwater Using Impact Vibration Tests and Validation of Numerical Analysis Model
J Korean Soc Coast Ocean Eng. 2013;25(1):1-10.   Published online February 28, 2013
doi: https://doi.org/10.9765/KSCOE.2013.25.1.1
                           Cited By 2
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