護岸・防波堤

Mon. Jul 12, 2021 2:45 PM - 4:15 PM 第6 (Zoom)

座長：稲蔭亮介（建設技術研究所）

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[12-6-4-01] Two mechanisms for water pressure propagation in the ground: their relative contribution to the instability of a coastal dike

*NOZU ATSUSHI¹ (1. Port and Airport Research Institute)

[12-6-4-02] Model tests on tsunami-induced failure process of breakwater with reinforcing embankment

*OOKI KURIHARA¹, Hidenori Takahashi¹ (1. Port and Airport Research Institute, Japan)

[12-6-4-03] Effect of Existing Structure and Construction Stage in Seismic Response Analysis of an Improved and Deepened Gravity-type Quay Wall by Sheet Piles with Anchor Piles

*Keisuke SATOH¹, Eiji KOHAMA² (1. TOA CORPORATION, 2. Port and Airport Research Institute National Institute of Maritime, Port and Aviation Technology)

[12-6-4-04] Experimantal study on the utilization of a dredged soil improved with converter slag against outflow of backfill; sand under wave motion.

*YUUNA NAKAMURA¹, Koki Nakaya², Akihiko Hirooka¹, Hideo Nagase¹ (1. Graduate School of Kyushu Institute of Technology, 2. Kyushu Institute of Technology)

[12-6-4-05] Horizontal resistance behavior of a deflecting wall body with cross-sectional stiffness varying in the direction of extension

*MITSUTAKA OKADA¹, Atsushi Mohri¹, Yoshiaki Kikuchi², Shohei Noda², Naoyuki Katsu², Yuusuke Mochida³, Tomohiro Matsubara⁴ (1. Graduate School of　Tokyo University of Science, 2. Tokyo University of Science, 3. Nippon Steel Corporation, 4. Nippon Steel Engineering Corporation)

[12-6-4-06] Numerical study on the scour reduction effect of rubble mound for developing resilient breakwaters

*SOUEI TAKEZAKI¹, KUMPEI TSUJI², HEMANTA HAZARIKA², MITSUTERU ASAI² (1. University of Tokyo, 2. Kyushu University)

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