@article{oai:muroran-it.repo.nii.ac.jp:00006760,
 author = {森, 昌也 and MORI, Masaya and 山本, 泰司 and YAMAMOTO, Yasuji and 木村,  克俊 and KIMURA, Katsutoshi and 浅見, 能章 and ASAMI, Yoshiaki},
 journal = {海岸工学論文集},
 month = {Nov},
 note = {application/pdf, A high mound composite seawall, which has a permeable front wall with a dissipation chamber on the superstructure, on a relatively high mound was newly developed as a revetment for reclaimed land or artificial island. Newly developed seawall was constructed in the Mori port of Hokkaido and field observation was conducted to investigate the wave-overtopping characteristics. It is shown that the wave-overtopping rate gives good agreement with empirical prediction methods derived from laboratory test by Kimura et al (1999), but wave run-up height was found to be higher than prediction methods. Furthermore, large-scale model experiments were conducted to clarify the wave-force characteristics of wave splash barrier, which were countermeasures against wave-overtopping.},
 pages = {731--735},
 title = {消波型高基混成式護岸の現地越波特性とその対策について},
 volume = {54},
 year = {2007},
 yomi = {モリ, マサヤ and ヤマモト, ヤスジ and キムラ, カツトシ and アサミ, ヨシアキ}
}