Research Article
Seismic Response of a Bridge Pile Foundation during a Shaking Table Test
| Soil layer | Density (g/cm3) | Moisture content (%) | Compression modulus (MPa) | Void ratio | Cohesion (kPa) | Internal friction angle (°) |
| Mucky clay | 1.73 | 46.1 | 3.30 | 1.28 | 8.5 | 6 | Coarse sand | 1.89 | 16.1 | 4.05 | 0.62 | — | — | Gravel | 1.94 | 23.2 | 4.68 | 0.68 | — | — |
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