地盤の動的挙動

[III-50] Seismic assessment of a high embankment at Shizuoka Airport Runway End Safety Area (RESA) by soil-water coupled dynamic finite deformation analysis

*Takayuki Sakai¹, Toshihiro Noda¹, Masaki Nakano¹, Toshihiro Takaine², Daisuke Yamashita³, Tomohisa Kofuji³, Satoshi Kurebayashi³ (1. Nagoya University, 2. Geoasia research society, 3. Shizuoka prefecture)

Keywords:High embankment, seismic response analysis, reinforced soil