Input parameters for cases studied by Kong and Zhang (2009)
| Pile embedded length: m | Pile free-standing length: m | Pile diameter: m | Pile Young’s modulus: MPa | Pile Poisson’s ratio | Soil friction angle: ° | Soil secant modulus: MPa | Soil unit weight: kN/m3 |
|---|---|---|---|---|---|---|---|
| 10·8 | 1·2 | 0·76 | 1·35 × 104 | 0·3 | 33 | 7 | 13·7 |
| Pile embedded length: m | Pile free-standing length: m | Pile diameter: m | Pile Young’s modulus: MPa | Pile Poisson’s ratio | Soil friction angle: ° | Soil secant modulus: MPa | Soil unit weight: kN/m3 |
|---|---|---|---|---|---|---|---|
| 10·8 | 1·2 | 0·76 | 1·35 × 104 | 0·3 | 33 | 7 | 13·7 |
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