Research Article
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 |
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