Research Article
Analysis of Vertical Response of Drilled Pile at the Crest of Rock Slope Based on Shear Behavior
Table 2
The basic parameter values for parametric study.
| Shaft diameter () | 0.61 m | Shaft length () | 6.1 m | Elastic modulus of pile () | 27.6 GPa | Friction angle of interface | 30° | Triangular half-chord length | 8 mm | Cohesion of rock () | 1.2 MPa | Internal friction angle of rock () | 24.8° | Elastic modulus of rock () | 232 MPa | Poisson’s ratio | 0.3 | Dilation angle of rock | 10° |
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