地盤の動的挙動 (1)

1:40 PM - 1:50 PM JST(4:40 AM - 4:50 AM UTC)

[III-457] Increasing seismic stability of geosynthetic-reinforced soil wall on slope due to arranged counterweight fill

*Daiki Hirakawa¹, Tamae Hayase¹, Taiga Kurashima¹, Yuto Kawasaki², Satoshi Suzuki² (1. Chuo University, 2. Integrated Geotechnology Institute Limited)

Keywords:

geosynthetic-reinforced soil wall,slope,seismic stability,counterweight fill

Login required to view

Login is required to view some content.

Log in