Research Article
Model Tests on Y-Shaped Piles under Compressive and Lateral Loading in Saturated Sand
| Pile type | Bearing capacity (kN) | Tip resistance (kN) | Side friction (kN) | (%) | (%) |
| pile | 6.2 | 1.21 | 4.99 | 19.52 | 80.48 | pile | 4.8 | 0.99 | 3.81 | 20.63 | 79.37 | pile | 7 | 1.09 | 5.91 | 15.57 | 84.43 |
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