Research Article
A Centrifuge Model Test of the Ground Motion Response in a Moderately Stiff Soil
Table 1
Basic properties of the tested soil.
| Density (g/cm3) | 2.0 |
| Moisture content | 15% | Void ratio | 0.48 | Plastic limit | 12% | Liquid limit | 44% | Specific gravity | 2.6 | Cohesion (kPa) | 23.0 | Fiction angle (°) | 25.6 |
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