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 6
The vertical vibration displacement of the ballastless track-subgrade after mud pumping has been reinforced.
| Testing content | Vertical vibration displacement (mm) | 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 | 0.29 | 0.13 | 0.06 | 0.31 | 0.18 | 0.06 | 280 | 0.34 | 0.17 | 0.07 | 0.37 | 0.20 | 0.09 | 283 | 0.39 | 0.21 | 0.08 | 0.42 | 0.27 | 0.10 |
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