Research Article
Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles
Table 3
Material parameters for the test model.
| | Material | Density ρ (g/cm3) | Elastic modulus E (MPa) | Friction angle (°) | Cohesion c (10−4 MPa) | Poisson’s ratio μ |
| | Slope | M 1 | 2.50 | 9.80 | 40.00 | 6.00 | 0.25 | | M 2 | 1.95 | 0.40 | 15.00 | 5.50 | 0.30 | | Rock base | 2.70 | 10.10 | 42.00 | 7.40 | 0.25 | | Potential sliding zone | 1.80 | 1.20 × 10−2 | 12.00 | 0.75 | 0.25 | | Antisliding pile | 2.70 | 301.00 | Elastic material | 0.20 | | Anchorage segment | 2.50 | 290.00 | 0.20 |
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