Research Article
Field Testing and Numerical Simulation of the Dynamic Response of Loess Hill Site under High-Speed Train Load
Table 1
Parameters of the soil layer in the loess site.
| | Soil layer no. | Soil layer type | Thickness (m) | Depth (m) | Density (kg/m3) | Modulus of elasticity (MPa) | Poisson’s ratio |
| | 1 | Loess | 5.0 | 5.0 | 1550 | 50.22 | 0.30 | | 2 | Loess | 5.0 | 10.0 | 1600 | 64.00 | 0.30 | | 3 | Loess | 5.0 | 15.0 | 1630 | 86.23 | 0.30 | | 4 | Loess | 5.0 | 20.0 | 1650 | 129.36 | 0.30 | | 5 | Loess | 5.0 | 25.0 | 1680 | 151.20 | 0.30 | | 6 | Loess | 5.0 | 30.0 | 1700 | 182.95 | 0.30 | | 7 | Loess | 10.0 | 40.0 | 1700 | 208.25 | 0.30 |
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