改良土・軽量土ー強度・動的性質

[2208-14-03] Experiments on seismic behavior of EPS embankment installed on back of abutment (Part2)

*Natsuki Hayashi¹, Tsuyoshi Nishi¹, Tatsuro Kubota², Takeharu Konami³, Junichi Koseki⁴, Hiroyuki Kyokawa⁴, Satoshi Tsuda⁵ (1. ConstructionProject Consultants, Inc., 2. Expanded Polystyrol Construction Method Development Organization, 3. Okasan Livic Co.,Ltd., 4. The University of Tokyo, 5. KANEKAKENTEC CO.,LTD.)

Keywords:EPS embankment, shaking table test, Dynamic Problems