Research Article
Assessing the Open Trenches in Screening Railway Ground-Borne Vibrations by Means of Artificial Neural Network
Table 9
Percentage of contribution to the attenuation of the displacements—vibration-sensitive site.
| Attenuation ratio for horizontal displacements | Attenuation ratio for vertical displacements | Parameters | Percentage of contribution | Parameters | Percentage of contribution |
| | 36.00% | | 42.00% | | 30.00% | | 26.00% | | 13.00% | | 12.00% | ξ | 11.00% | ξ | 11.00% | | 7.00% | | 7.00% | | 3.00% | | 2.00% |
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