[340605-09] MS-03-1

4:10 PM - 4:30 PM JST(7:10 AM - 7:30 AM UTC)

[340605-09-02] Earthquake induced slope failure patterns of embankment reinforced by nailing and frame simulated using Particle-Element coupled Method

*Takatoshi Kiriyama¹, Kiyoshi Fukutake² (1. Shimizu Corporation, 2. Osaki Research Institute)

Keywords:

Earthquake response analysis,Slope failure,Reinforcement,Particle-Element coupled Method,Large deformation