Research Article
Laboratory Model Study on the Pile-Forming Mechanisms and Bearing Deformation Characteristics of CFA Piles
Table 4
Main formation conditions and physical and mechanical parameters.
| Layer | Soil type | Thickness (m) | (%) | γ (kN/m3) | c (kPa) | φ (°) | Es (MPa) |
| 1 | Miscellaneous fill | 2.0 | 28.0 | 19.6 | 6.0 | 10.0 | 6.10 | 2 | Silty clay | 2.7 | 27.7 | 19.2 | 36.3 | 11.4 | 5.89 | 3 | Mucky silty clay | 2.2 | 45.2 | 18.3 | 9.7 | 3.5 | 3.31 | 4 | Silty clay | 1.2 | 32.3 | 18.8 | 13.7 | 5.3 | 4.55 | 5 | Pebble | 1.4 | 18.9 | 20.8 | 34.7 | 5.3 | 13.15 | 6 | Pebble with clay soil | 2.9 | 24.0 | 20.0 | 10.0 | 25.0 | 7.48 | 7 | Silty clay | 2.2 | 30.6 | 19.5 | 34.3 | 12.2 | 6.27 | 8 | Fully weathered sandstone | 17.7 | 18.3 | 20.7 | 33.0 | 18.5 | 10.00 |
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