Research Article
Seismic Optimization of High Cantilever Multianchor Pile Strengthening Soil Slopes against Earthquakes
Table 2
Similarity ratio for shaking table test.
| | Physical quantity | Symbol and relational expression | Similarity ratio |
| | Length (l) | Cl = Lm/LP | 1/50 | | Young’s modulus (E) | CE = Em/EP | 1/50 | | Mass density (γ) | Cγ = γm/γP | 1/1 | | Time (t) | Ct = Cl0.5 | 1/7.07 | | Acceleration (a) | Ca = CE/ClCγ | 1/1 | | Cohesion (c) | Cc = CE | 1/50 | | Friction angle (φ) | 1 | 1 |
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