Research Article
Analysis of Vertical Response of Drilled Pile at the Crest of Rock Slope Based on Shear Behavior
Table 1
The basic parameter values for verification.
| Shaft diameter () | 2.5 m | Shaft length () | 32 m | Elastic modulus of pile () | 30 GPa | Friction angle of interface | 35° | Triangular half-chord length | 3 mm | Cohesion of rock () | 200 kPa | Internal friction angle of rock () | 25° | Elastic modulus of rock () | 2.0 GPa | Poisson’s ratio | 0.25 | Dilation angle of rock | 10° |
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