特殊構造

[I-323] Centrifuge Test for Seismic Response of Filled Soil in a Solid-Spandrel Arch Bridge (Part1) Compare the Measured Earth pressures with the Design Values

*Kohei Nishimura¹, Masayuki Nanba¹, Taiki Fukuda², Hiroyuki Tsuji², Masaki Higuchi³, Koji Ito³, Michiyo Soejima³ (1. NEXCO-West Consultants Company, 2. West Nippon Expressway Company, 3. OBAYASHI CORPORATION)

Keywords:solid-spandrel arch bridge, seismic response, earth pressure, centrifuge test