護岸・防波堤

[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)

Keywords:quay, method of caisson foundation, seismic response analysis