Review Article
A Numerical Study of the Screening Effectiveness of Open Trenches for High-Speed Train-Induced Vibration
Table 2
Parameters for numerical analysis.
| Purpose of analysis | Fixed parameters | Varying parameters |
| Influence of trench depth | | | | | 1 m | 10 m | 300 km/h | 2 m, 3 m, 5 m |
| Influence of trench width | | | | | 3 m | 10 m | 300 km/h | 1 m, 2 m, 4 m |
| Influence of source distance | | | | | 1 m | 3 m | 300 km/h | 10 m, 15 m, 17.5 m, 20 m |
| Influence of train speed | | | | | 1 m | 3 m | 10 m | 180 km/h, 225 km/h, 300 km/h |
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