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

Presentation information

Oral Session

13. Ground improvement, reinforced soil structure and geosynthetics & 16. Tunnels and lifelines

Tue. May 7, 2024 3:30 PM - 5:30 PM Room E (10F 1009)

Chairperson: George Kouretzis (The University of Newcastle, Australia)

4:30 PM - 4:42 PM

*So Nanasato¹, Fuga Nishino¹, Hidetoshi Nishioka¹, Takafumi Shimada¹ (1. Chuo University)

Keywords:cut and cover tunnel, shear stiffness ratio, strain transfer ratio

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