Parameters investigated in this study
| Group | Constant parameters | Variable parameters | Remarks |
|---|---|---|---|
| 1 | L/d = 15, dense soil, S/d = 3, P = 0 | Group size: 1 × 2, 2 × 2 and 3 × 3 | Influence of group size |
| 2 | 2 × 2 pile group, L/d = 15, dense soil, P = 0 | S/d = 3, 4, 5 | Influence of pile spacing |
| 3 | 2 × 2 pile group, dense soil, S/d = 3, P = 0 | L/d = 10, 15, 20 | Influence of pile length |
| 4 | 2 × 2 pile group, L/d = 15, S/d = 3, P = 0 | Dense and loose sands | Influence of soil stiffness |
| 5 | 2 × 2 pile group, L/d = 15, S/d = 3, P = 0 | e = t, 0, −t | Influence of embedment |
| 6 | 2 × 2 pile group, L/d = 15, S/d = 3, dense soil | P = ∑pi = 0, 5, 10, 20 and 30 MN | Influence of pile vertical load |
| Group | Constant parameters | Variable parameters | Remarks |
|---|---|---|---|
| 1 | Group size: 1 × 2, 2 × 2 and 3 × 3 | Influence of group size | |
| 2 | 2 × 2 pile group, | Influence of pile spacing | |
| 3 | 2 × 2 pile group, dense soil, | Influence of pile length | |
| 4 | 2 × 2 pile group, | Dense and loose sands | Influence of soil stiffness |
| 5 | 2 × 2 pile group, | Influence of embedment | |
| 6 | 2 × 2 pile group, | Influence of pile vertical load |
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