Shaking Table Test on Seismic Response of Tunnel-Soil Surface Structure System considering Soil-Structure Interaction

Table 1

Performance parameters of the shaking table.

Performance indices	Parameters
Table size	3 m × 3 m
Dimension	1-D horizontal motion
Frequency range	0.2–50 Hz
Maximum payload mass	10 t
Maximum permissible acceleration	1.2 g (When the payload mass is 10 t)
Maximum overturning moment	300 KN m
Maximum eccentric moment	100 KN m
Maximum speed	1.0 m/s
Maximum displacement	±100 mm