Vibration Response Characteristics of the Cross Tunnel Structure

Table 4

Geometric parameters for UK railway engineering.

Control conditions	Wavelength (m)	Versine (mm)
Driving comfort ①	50.00	16.000
	20.00	9.000
	10.00	5.000
Dynamic additional load to the road ②	5.00	2.500
	2.00	0.600
	1.00	0.300
Corrugation ③	0.50	0.100
	0.05	0.005