Presentation Information
[OS-9-06]FE analysis of the influence of sliding on the seismic strain transfer ratio between the ground and cut and cover tunnels in contact with bearing stratum
*So Nanasato1, Fuga Nishino1, Hidetoshi Nishioka1, Takafumi Shimada1 (1. Chuo University)
Keywords:
cut and cover tunnel,shear stiffness ratio,strain transfer ratio
