Research Article
A Hybrid Approach Calculating Lateral Spreading Induced by Seismic Liquefaction
Table 2
The thickness of soil layers and the soil parameters.
| | Soil layers | Thickness (m) | Dry density (kg/m3) | Shear wave velocity (m/s) | Cohesion (kPa) | Internal friction angle (degrees) | Bulk modulus (kPa) | Shear modulus (kPa) |
| | Silt | 2.5 | 1440 | 90 | 9.5 | 33.6 | 4.04e4 | 1.86e4 |
| | Silty sand-1 | 1.0 | 1468 | 110 | 2.0 | 33.0 | 5.25e4 | 2.42e4 |
| | Silty sand-2 | 2.7 | 1478 | 120 | 2.0 | 33.0 | 5.25e4 | 2.42e4 |
| | Silty clay | 4.8 | 1523 | 180 | 21.5 | 30.0 | 1.20e5 | 5.52e4 |
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