Research Article
Behavior and Control of the Ballastless Track-Subgrade Vibration Induced by High-Speed Trains Moving on the Subgrade Bed with Mud Pumping
Table 4
The vertical vibration acceleration of the ballastless track-subgrade without mud pumping and after mud pumping reinforcement.
| Testing content | Vertical vibration acceleration (m/s2) | The ballastless track-subgrade without mud pumping | The ballastless track-subgrade after mud pumping reinforcement | Location (upper to lower) | Track slab | Concrete base | Subgrade surface | Track slab | Concrete base | Subgrade surface |
| Train moving speed (km/h) | 250 | 4.38 | 1.17 | 0.87 | 4.52 | 1.65 | 0.85 | 280 | 4.55 | 1.34 | 0.79 | 4.78 | 1.82 | 1.01 | 283 | 4.86 | 1.39 | 0.98 | 5.05 | 2.38 | 1.14 |
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