Research Article
Influence of the Hydraulic Boundary Condition between the Embankment and Saturated Half-Space on the Train-Induced Ground Vibration
Table 3
Parameters for the embankment.
| | Parameter | Value |
| | Lamé constants of the embankment, (MPa) | 5.4 | | Poisson’s ratio, | 0.3 | | Density of the embankment, (kg/m3) | 1800 | | Coefficient of material damping, | 0.03 | | Height of the embankment, (m) | 0.5 | | Width of the embankment, (m) | 4 |
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