1 |
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.
DOI
|
2 |
Pedersen, J. (1996). Wave forces and overtopping on crown walls of rubble mound breakwaters: an experimental study. Ph.D Thesis, Aalborg University. Denmark.
|
3 |
Goda, Y., Kishira, Y. and Kamiyama, Y. (1975). Laboratory investigation on the overtoppping rate of seawalls by irregular waves. Technical Report of Port and Airport Research Institute, 14(4), 3-44.
|
4 |
Ministry of Oceans and Fisheries (2017). Design Standards for Harbours and Fishing ports in Korea (in Korean).
|
5 |
Oh, S.-H., Oh, Y.M., Yeo, B.-G. and Han, T.-Y. (2014). A case study of comparing formulae for estimating horizontal wave force on crown wall of sloping breakwater. Journal of Korean Society of Coastal Disaster Prevention, 1(1), 28-35 (in Korean).
|
6 |
EurOtop (2018). Manual on wave overtopping of sea defences and related Structures. Second Edition.
|
7 |
Jensen, O.J. (1984). A monograph on rubble mound breakwaters. Danish Hydraulic Institute, Denmark.
|
8 |
Bradbury, A.P., Allsop, N.W.H. and Stephens, R.V. (1988). Hydraulic performance of breakwater crown walls. Rep. SR146, HR Wallingford, UK.
|
9 |
Goda, Y. (2010). Random Seas and Design of Maritime Structures. World Scientific Publishing Co., Singapore.
|
10 |
Lykke Andersen, T., Eldrup, M.R. and Frigaard, P. (2017). Estimation of incident and reflected components in highly nonlinear regular waves. Coastal Engineering, 117, 51-64.
DOI
|