岸壁・護岸

[22-8-1-01] Effect of length of piles under the ground on behavior of piles of reinforced gravity type breakwater with steel pipe piles

*Kazuki Sakimoto¹, Kikuchi Yoshiaki¹, Noda Shohei¹, Mouri Atsushi¹, Sakoda Yuka¹, Suganuma Ryousuke¹, Oikawa Shin² (1. Tokyo University of Science, 2. Nippon Steel Corporation)

Keywords:pile, lateral resistance of pile, embedded depth