Additional stiffness parameters required for modelling sand layer using the HSS material model
| Soil profile (pile number) | Soil layer | E 50: MPa | E oed: MPa | E ur: MPa | G 0: MPa |
|---|---|---|---|---|---|
| Pile 1 | Medium dense sand | 15 | 20 | 45 | 154 |
| Very dense sand | 50 | 67 | 150 | 317 | |
| Pile 2 | Very dense sand | 50 | 67 | 150 | 317 |
| Soil profile (pile number) | Soil layer | ||||
|---|---|---|---|---|---|
| Pile 1 | Medium dense sand | 15 | 20 | 45 | 154 |
| Very dense sand | 50 | 67 | 150 | 317 | |
| Pile 2 | Very dense sand | 50 | 67 | 150 | 317 |
Note: for input in the Plaxis software, the above values were corrected for reference pressure (p ref) = 100 kPa
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