盛土の耐震

[I-267] Verification of the collapsed form of the embankment type boarding area of the masonry structure by a large shaking table experiment
Reproduction analysis of collapsed morphology by internal stability verification method

〇Kenta Sugiyama¹, Keita Abe¹, Kenta Sanuki¹, Susumu Nakajima¹, Hidenori Ishii¹, Gaku Shirane¹, Satoshi Takisawa², Syouta Nomoto², Tutomu Taketani², Yuuya Kinjou² (1.Railway Technical Research Institute, 2.East Japan Railway)

Keywords:Embankment type platform, Large shaking table, stability analysis, Seismic retrofitting