Research Article
Research on Design Parameters and Fatigue Life of Tunnel Bottom Structure of Single-Track Ballasted Heavy-Haul Railway Tunnel with 40-Ton Axle Load
Table 3
Simulation analysis parameters of track geometric irregularity.
| Control conditions | Wavelength (m) | Sagittal (mm) |
| According to ride comfort① | 50.00 | 16.00 | 20.00 | 9.00 | 10.00 | 5.00 | According to the dynamic additional load acting on the line② | 5.00 | 2.50 | 2.00 | 0.60 | 1.00 | 0.30 | Waveform wear③ | 0.50 | 0.10 | 0.05 | 0.005 |
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