Arunjith A, Sannasiraj SA, Sundar V. 2013. Wave overtopping over crown walls and run-up on rubble mound breakwaters with Kolos armour under random waves. International Journal of Ocean and Climate Systems. 4(2): 125–132. https://doi.org/10.1260/1759-3131.4.2.125
Ahrens JP, Ward DL. 1992. Overtopping rates for seawalls. U.S. Army Engineer Waterways Experiment Station Report. (Publication title and pages to be confirmed).
Bargi K. 2008. Fundamentals of Marine Engineering. Tehran: University of Tehran Press. (In Persian).
Bruce T, Van der Meer JW, Franco L, Pearson JM. 2009. Overtopping performance of different armor units for rubble mound breakwaters. Coastal Engineering. 56(2):166–179. https://doi.org/10.1016/j.coastaleng.2008.07.015
Chegini V. 2008. Manual of the design of breakwaters. Tehran: Soil Conservation and Watershed Management Research Institute. (In Persian).
CIRIA. 2007. The rock manual: The Use of Rock in Hydraulic Engineering. C683. 36 p. London: CIRIA.
Ghanbarian M. 2010. The rubble mound breakwaters. Tehran: Noah‑Ghorb (Khatam‑al‑Anbia Construction Headquarters). (In Persian).
Hudson RY. 1959. Laboratory investigation of rubble‑mound breakwaters. ASCE Transactions. No. 3213. 25 p.
Morison JR, O’Brien MP, Johnson JW, Schaaf SA. 1950. The force exerted by surface waves on piles. Petroleum Transactions, American Institute of Mining Engineers. 189(5): 149–154. https://doi.org/10.2118/950149-G
Najafi Jilani A, Monshizadeh M. 2014. Laboratory investigations on wave run‑up and transmission over breakwaters covered by Antifer unit. Scientia Iranica, Transaction A: Civil Engineering. 17(6): 457–470.
Owen MW. 1980. Design of seawalls allowing for wave overtopping. HR Wallingford Report EX‑924. 40 p.
Power M., Bayram A, Salim A, Rosenstein PE. 2025. Design optimization of a rubble-mound breakwater using physical model test. Ports. 2025: 237-245.
Ports and Maritime Organization. 2006. Manual of the design of ports and maritime structures of Iran. Tehran: PMO. No. 300–5. 414 p.
Rute L, Maria ARL, João R, José AR. 2016. Photogrammetric analysis of rubble mound breakwaters scale model tests. AIMS Environmental Science. 3(3): 541-559.
Sorensen RM. 1993. Basic wave mechanics for coastal and ocean engineering. New York: John Wiley & Sons. 2nd ed., 304 p.
Troch P, De Rouck J, Burcharth HF. 2003. Experimental study and numerical modeling of wave induced pore pressure attenuation inside a rubble mound breakwater. In J. M. Smith (Ed.), Proceedings of the 28th International Conference on Coastal Engineering–Solving Coastal Conundrums. Singapore: World Scientific. Vol. 2.pp. 1607–1619. https://doi.org/10.1142/9789812791306_0135
U.S. Army Corps of Engineers. 2005. Coastal engineering manual (CEM) (EM 1110‑2‑1100, Washington, D.C.: USACE. 6 vols. https://doi.org/10.4000/mediterranee.201
Van der Meer JW. 1999. Conceptual design of rubble‑mound breakwaters. In Advances in Coastal and Ocean Engineering. Singapore: World Scientific.Vol. 5.pp. 221–315. https://doi.org/10.1142/9789812797582_0005
Wolter G, W. Allsop, Gironella X, Van Gent M 2007. Guidelines for physical model testing of breakwaters: Rubble mound breakwater. Delft Hydraulic, HydrolabIII. NA3.1: 39.