Presentation Information
[CS10-32]Influence of coefficient of subgrade reaction on stiffness ratio to strain transfer coefficient relation in the design of cut and cover tunnels
*Tatsuya Doi1, Jun Izawa1, Hidetoshi Nishioka2, Takafumi Shimada2 (1. Railway Technical Research Institute, 2. Chuo University)
Keywords:
cut and cover tunnel,seismic deformation method,coefficient of subgrade reaction,stiffness ratio,strain transfer ratio