岸壁・護岸

[22-8-1-06] Utilization of a dredged soil improved with converter slag as a countermeasure against leakage phenomena of backfill sand behind gravity quay walls

*Yuna Nakamura¹, Yasuhiro Oki¹, Akihiko Hirooka¹, Hideo Nagase¹ (1. Kyushu Institute of Technology)

Keywords:centrifugal model test, improved soil, revetment, bulk-head, sea wall