Research Article
Model Test Research on the End Bearing Behavior of the Large-Diameter Cast-in-Place Concrete Pile for Jointed Rock Mass
Table 2
Design parameters of the modeling pile and the rock.
| | The numbers | Material ratios (sand : cement : water) | Pile diameters (mm) | Jointed dip angles | Jointed numbers |
| | Group A | 2 : 1 : 0.6 | 50 | 0° 10° 30° 45° 60° 75° 90° | 1 | | Group B | 3 : 1 : 0.6 | 50 | 0° 10° 30° 45° 60° 75° 90° | 1 | | Group C | 2 : 1 : 0.6 | 50 | 0° 10° 30° 45° 60° 75° 90° | 3 |
|
|
