岸壁・護岸

Wed. Jul 22, 2020 9:00 AM - 10:30 AM Room No. 8

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[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)

[22-8-1-02] Seismic behavior of sheet pile by centrifuge test and numerical analysis

*Rikako Furuya¹, Kyohei Ueda², Ryosuke Uzuoka² (1. Kyoto University, 2. Disaster Prevention Research Institute, Kyoto University)

[22-8-1-03] Dynamic Centrifuge Model Test on Deformation of Sheet-piles Installed at Toe of a Levee on Soft Clay

*Takuya Akimoto¹, Ryota Oka¹, Naoki Kjima¹, Daiki Hizen¹, Katsutoshi Ueno¹, Jun Otani² (1. Tokusima UNiversity, 2. Kumamoto UNiversity)

[22-8-1-04] Centrifuge modelling on passive resistance of steel sheet pile with ground improvement

*Daiki Takano¹, Yoshiyuki Morikawa¹, Fumitaka Arai², Yasunari Matsuo³, Yoshiaki Hamano³ (1. Port and Airport Research Institute, 2. Geodesign, 3. Ministry of Land, Infrastructure, Transport and Tourism)

[22-8-1-05] Investigation of liquefaction countermeasure method considering drainage of fishery harber quay wall

*Kojiro Okabayashi¹, Hyo Ogasawara¹, Genki Hashimura¹, Akari Okubo¹ (1. National Institute of Technology, Kochi College)

[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)

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