橋梁の耐震(5)／港湾の耐震

[I-393] Impact on Soil Stress State by Existing Structure and Construction Stage of an Improved and Deepened Gravity-type Quay Wall by Sheet Piles with Anchor Piles

〇Keisuke SATOH¹, Eiji KOHAMA² (1.TOA CORPORATION, 2.Port and Airport Research Institute National Institute of Maritime, Port and Aviation Technology)

Keywords:port facility, deepening method, improving method, gravity-type quay wall, sheet piles with anchor piles, seismic response analysis