1. Arikawa, T., Sato, M., Shimosako, K., Tomita, T., Yeom, G.S., Niwa, T.: Failure mechanism and resiliency of breakwater under tsunami. Technical Note No. 1269, Port and Airport Research Institute, Japan (2013). (in Japanese)
2. Arikawa, T., Sato, M., Shimosako, K., Hasegawa, I., Yoem, G.S., Tomita, T.: Failure mechanism of Kamaishi breakwater due to the great east Japan earthquake tsunami. In: Proceedings of the 33rd Conference on Coastal Engineering, Santander, Spain, (2012)
3. Takahashi, H., Sassa, S., Morikawa, Y., Takano, D., Maruyama, K.: Stability of caisson-type breakwater foundation under tsunami-induced seepage. Soils Found. 54(4), 789–805 (2014)
4. Takahashi, S., Kuriyama, Y., Tomita, T., Kawai, Y., Arikawa, T., Tatsumi, D., Negi, T.: Urgent survey for 2011 Great East Japan earthquake and tsunami disaster in ports and coasts part I (tsunami). Technical note 1231, Port and Airport Research Institute, Japan, 1–9 (2011)
5. Kasama, K., Zen, K., Kasugai, Y.: Stability evaluation for the caisson-type composite breakwater under tsunami condition. Japanese Geotechn. Soc. Spec. Publ. (the 15th Asian Regional Conference, Fukuoka, Japan) 2(72), 2465–2468 (2015)