[OS-9] Tunnels

[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)

キーワード：cut and cover tunnel, shear stiffness ratio, strain transfer ratio