Research Article
Countermeasures Assessment of Liquefaction-Induced Lateral Deformation in a Slope Ground System
Table 3
Liquefaction parameters for Pressure-Dependent Multiyield02 models.
| Unity | Description | Model |
Contraction and dilation model parameters |
number of yield surfaces |
Initial void ratio | Critical-state parameters | | | | | | | cs1 | cs2 | cs3 |
| Fill | Artificial Fill | Pressure-Depend. Multiyield02 | 0.087 | 0.18 | 0 | 0 | 5 | 0.65 | 0.9 | 0.02 | 0.7 | Unit 1 A | Gravelly sands | Pressure-Depend. Multiyield02 | 0.087 | 0.18 | 0 | 0 | 5 | 0.65 | 0.9 | 0.02 | 0.7 | Unit 1 B | Clean medium sands, clean coarse to medium sands | Pressure-Depend. Multiyield02 | 0.045 | 0.15 | 0.06 | 0.15 | 5 | 0.75 | 0.9 | 0.02 | 0.7 | Unit 1 C | Sandy silts + Clay sandy silts | Pressure-Depend. Multiyield02 | 0.013 | 0 | 0.3 | 0 | 5 | 0.8 | 0.9 | 0.02 | 0.7 | Unit 2 | Slightly silty medium to fine sands | Pressure-Depend. Multiyield02 | 0.013 | 0 | 0.3 | 0 | 5 | 0.8 | 0.9 | 0.02 | 0.7 |
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