Research Article
Model Tests on Y-Shaped Piles under Compressive and Lateral Loading in Saturated Sand
Table 4
Comparison of compressive loading tests.
| | Items | Value | | pile | pile | pile |
| | Ultimate bearing capacity (kN) | 6.20 | 4.80 | 7.00 | | Bearing capacity ratio to pile | 1.29 | 1.00 | 1.46 | | Concrete amount (cm3) | 9984.70 | 9984.70 | 24371.20 | | Concrete amount ratio to pile | 1.00 | 1.00 | 2.44 | | Bearing capacity per concrete (kN/m3) | 620.95 | 480.74 | 287.22 | | Bearing capacity per concrete ratio to pile | 1.29 | 1.00 | 0.60 |
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