Research Article
Shaking Table Test on the Seismic Responses of a Slope Reinforced by Prestressed Anchor Cables and Double-Row Antisliding Piles
Table 2
Similarity ratios of the shaking table test.
| | Parameters | Dimensions | Similarity ratio |
| | Physical dimension (L) | [L] | CL = 100 | | Density (ρ) | [M][L]−3 | Cρ = 1 | | Acceleration (a) | [L][T]−2 | Ca = 1 | | Elasticity modulus (E) | [M][L]−1[T]−2 | CE = 100 | | Stress (σ) | [M][L]−1[T]−2 | Cσ = 100 | | Strain (ε) | 1 | Cε = 1 | | Force (F) | [M][L][T]−2 | CF = 1000000 | | Velocity () | [L][T]−1 | = 10 | | Time (t) | [T] | Ct = 10 | | Displacement (u) | [L] | Cu = 100 | | Angular displacement (θ) | 1 | Cθ = 1 | | Frequency (ω) | [T]−1 | Cω = 0.1 | | Damping ratio (λ) | 1 | Cλ = 1 | | Internal friction angle (φ) | 1 | Cφ = 1 |
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