Research Article
Calculation Approach for Lateral Bearing Capacity of Single Precast Concrete Piles with Improved Soil Surrounds
Table 4
Detailed information of test piles (PCI-2∼PCI-4; PCI-L1∼PCI-L8).
| Pile identifier | Concrete grade | PC piles | Improved soil surrounds | Outer diameter/edge length (mm) | Wall thickness (mm) | Length (m) | Outer diameter (mm) | Length (m) |
| PCI-2 | C80 | 400 | 95 | 12 | 800 | 15 | PCI-3 | C80 | 600 | 110 | 9 | 800 | 9 | PCI-4 | C80 | 600 | 110 | 9 | 800 | 9 | PCI-L1, L2 | C35 | 220 | — | 6 | 600 | 7 | PCI-L3, L4 | C35 | 220 | — | 4 | 600 | 7 | PCI-L5, L6 | C35 | 180 | — | 6 | 600 | 7 | PCI-L7, L8 | C35 | 180 | — | 4 | 600 | 7 |
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Note. PCI-L1∼PCI-L8 are solid square PC piles with improved soil surrounds reported by Jamsawang et al. [ 4]. |