Presentation Information
[III-403]Numerical Study of Seismic Behavior of Geotextile-Reinforced Embankment during the 2024 Noto Earthquake
*Takayuki Sakai1, Masaki Nakano1, tsuji shinichiro2 (1. Nagoya University, 2. MaedaKosen Co., Ltd.)
Keywords:
Geotextile-reinforced soil,Lime treated soil,Embankment,Seismic response analysis
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