Research Article
Analysis of Settlement of Group Pile Foundation in Linear Viscoelastic Soil
| | No. of piles | Pile length (m) | Pile spacing | Pile cap sizes (length × width × height; all in metres) | Slenderness ratio (L/B) |
| | D-1 | 20 | — | 0.4 × 0.4 × 0.4 | 50 | | D-2 | 24 | — | 0.4 × 0.4 × 0.4 | 60 | | 5–2 | 20 | 2.5B | 1.8 × 0.8 × 0.8 | 50 | | 5–1 | 24 | 3.0B | 2.0 × 0.8 × 0.8 | 60 | | D-1 | 20 | — | 0.4 × 0.4 × 0.4 | 50 | | 4 | 20 | 2.5B | 1.8 × 0.8 × 0.8 | 50 | | 2 | 24 | 3.0B | 2.0 × 2.0 × 0.8 | 60 | | 3 | 20 | 2.5B | 2.8 × 2.8 × 1.2 | 50 | | 1 | 24 | 3.0B | 3.2 × 3.2 × 1.2 | 60 |
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