Research Article
Calculation Model and Numerical Validation of Horizontal Capacity of Micropiles with Different Section Forms
| Materials | Pile diameter D (m) | Modulus of elasticity E (GPa) | Poisson’s ratio | Ultimate bending moment Mu (kN·m) | Ultimate pulling force Nu (kN) |
| Piles | 0.2 | 50 | 0.2 | 70 | 1100 |
|
|