Research Article
Analysis of Horizontal Dynamic Response of a Single Pile in Layered Foundations Based on the Timoshenko–Pasternak Model
Table 1
Characteristic parameters of soil ground.
| Layer number | Layer thickness | Flexibility | Density | Shear wave velocity | Poisson’s ratio | Damping ratio |
| 1 | 0.42 | 58 | 1850 | 112 | 0.25 | 0.04 | 2 | 0.42 | 87 | 1850 | 135 | 0.25 | 0.04 | 3 | 0.43 | 116 | 1850 | 159 | 0.25 | 0.04 | 4 | 2.99 | 132 | 1850 | 165 | 0.25 | 0.04 | 5 | 7.53 | 86 | 1700 | 130 | 0.49 | 0.07 | 6 | 10.72 | 200 | 1900 | 184 | 0.45 | 0.03 | 7 | 5.00 | 357 | 2000 | 257 | 0.35 | 0.02 | 8 | 2.00 | 273 | 2050 | 232 | 0.3 | 0.02 | 9 | 5.00 | 480 | 2100 | 300 | 0.3 | 0.02 |
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