Publisher
Japan Society of Civil Engineers
Reference13 articles.
1. 1) 下迫健一郎，大嵜菜々子：高波浪海域における防波護岸に作用する波力および越波特性に関する実験的検討，海洋開発論文集，22巻，pp. 307-312，2006. [Shimosako, K., Osaki, N.; Experimental research on the characteristics of wave forces and wave overtopping for seawalls in rough sea areas, Proceedings of civil engineering in the ocean, Vol. 22, pp. 307-312, 2006.]
2. 2) 片岡保人，市川靖生，榊原健男，竹鼻直人，塙洋二，入江功：フレア型護岸の不規則波による水理特性の検討，海洋開発論文集，17巻，pp. 61-66，2001. [Kataoka, Y., Ichikawa, Y., Sakakibara, T., Takehana, N., Hanawa, Y. and Irie, K.: Experimental study on hydraulic characteristics of the flaring shaped seawall by irregular waves, Proceedings of civil engineering in the ocean, Vol. 17, pp. 61-66, 2001.]
3. 3) 長澤大次郎，岸良安治，高山知司，梅崎康浩，久米英輝：透水性二重護岸の越波特性の検討，土木学会論文集B2(海岸工学)，67巻，2号，pp. I_691-I_695，2011. [Nagasawa, D., Kishira, Y., Takayama, T., Umesaki, Y., Kume, H., : Wave overtopping characteristics of double seawall with permeable bottom, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol. 67, Issue 2, pp. I_691-I_695, 2011.]
4. 4) 阿部洋士，高橋武志，中澤祐飛，鈴木高二朗：改良型護岸の越波量低減効果に関する研究，土木学会論文集B2(海岸工学)，78巻，2号，pp. I_607-I_612，2022．[Abe, H., Takahashi, T., Nakazawa, Y., Suzuki, K.: Study on the effectiveness of improved seawalls in reducing wave overtopping, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineer-ing), Vol. 78, Issue 2, pp. I_607-I_612, 2022]
5. 5) 阿部洋士，高橋武志，中澤祐飛，鈴木高二朗：水理模型実験による改良型護岸の越波量低減効果の検証，土木学会論文集B2(海岸工学)，79巻，2号，2023．(印刷中)[Abe, H., Takahashi, T., Nakazawa, Y., Suzuki, K. : Verifi-cation of the effect of reduced wave overtopping of improved seawalls by hydraulic experiments, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol. 79, Issue 2, 2023 (in press)]