1. 1) 福森匡泰,仲座栄三,田中聡,宮里信寿,本屋敷涼,Carolyn SCHAAB:消波及びテラス部を有する護岸上の越波特性,土木学会論文集 B2(海岸工学),Vol. 75, No. 2, pp. I_751-I_756, 2019. [Fukumori, M., Nakaza, E., Tanaka, S., Miyazato, N., Motoyashiki, R. and Schaab, C.: Overtopping rate at a seawall composed of wave absorber blocks and walking terrace, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol. 75, No. 2, pp. I_751-I_756, 2019.]
2. 2) 宮里信寿,仲座栄三,田中聡,福森匡泰,Carolyn SHAAB:透過型人工リーフの水理学的特性に関する研究,土木学会論文集 B2(海岸工学),Vol. 76,No. 2,pp. I_763-I_768,2020. [Miyazato, N., Nakaza, E., Tanaka, S., Fukumori, M. and Schaab, C.: Wave transformation, reflection and set-up properties of a newly developed permeable artificial reef, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol. 76, No. 2, pp. I_763-I_768, 2020.]
3. 3) 細井正延,富永正照:離岸堤による波高減衰について,第6回海岸工学講演会講演集,pp. 121-123, 1959. [Hosoi, M. and Tominaga, M.: Wave height attenuation by rip embankments, Proceedings of the 6th Japanese Conference on Coastal Engineering, pp. 121-123, 1959.]
4. 4) 中村充,白石英彦,佐々木泰雄:潜堤による消波について,第13回海岸工学講演会講演集, pp. 76-79, 1966. [Nakamura, M., Shiraishi, H. and Sasaki, Y.: About wave dissipation by submerged levees, Proceedings of the 13th Japanese Conference on Coastal Engineering, pp. 76-79, 1966.]
5. 5) 堀川清司,小森修蔵:潜堤による風波の減衰機構について,第15回海岸工学講演会講演集, pp. 340-349, 1968. [Horikawa, K. and Komori, S.: On the damping mechanism of wind waves by submersible embankments, Proceedings of the 15th Japanese Conference on Coastal Engineering, pp. 340-349, 1968.]