地盤補強③

[13-7-3-07] The influence of the size of facing panel and the width of embankment on the dynamic behavior of double-sided reinforced soil wall embankments

*Tomonori Harada¹, Yoshiki Takano¹, Akihiko Hirooka¹, Hideo Nagase (1. Kyushu Institute of Technology)

Keywords:reinforced soil, shaking table test, embankment