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