Research Article
Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles
Table 1
Material parameters for the prototype slope.
| | Components | Density ρ (kg/m3) | Elastic modulus E (MPa) | Cohesion c (kPa) | Friction angle (°) | Poisson’s ratio μ |
| | Slide bed | 2478.00 | 968.00 | 58.60 | 40.00 | 0.24 | | Sliding mass II | 2458.00 | 965.00 | 58.10 | 38.00 | 0.25 | | Sliding mass I | 1982.00 | 43.00 | 53.70 | 15.00 | 0.32 | | Potential sliding zone | 1820.00 | 1.28 | 8.20 | 12.00 | 0.26 |
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