Research Article
Influence of the Hydraulic Boundary Condition between the Embankment and Saturated Half-Space on the Train-Induced Ground Vibration
Table 2
Parameters for the railway track.
| | Parameter | Value |
| | Sectional area for the rail, (cm2) | 76.87 | | Modulus of elasticity for the rail, (GPa) | 210 | | Density for the rail, (kg/m3) | 7850 | | Area moment of inertia about the axis for the rail, (cm4) | 3055 | | Area moment of inertia about the axis for the rail, (cm4) | 516.4 | | Half distance between the rails, (m) | 0.75 | | Modulus of elasticity in the direction for the sleeper, (MPa) | 38450 | | Modulus of elasticity in the direction for the sleeper, (MPa) | 0 | | Sleeper density, (kg/m3) | 635 | | Half width of the sleeper, (m) | 1.26 | | Height of the sleeper, (m) | 0.233 |
|
|
