Research Article
Structure Strengthening Method for Enhancing Seismic Behavior of Soft Tunnel Portal Section
Table 2
Similarity ratio of major parameters.
| Parameter | Similarity ratio |
| Frequency | 0.18 | Stain | 1 | Young’s modulus | 1 | Internal friction angle | 1 | Angular displacement | 1 | Density | 1.5 | Mass | 40500 | Time | 5.477 | Velocity | 5.477 | Linear displacement | 30 | Stress | 45 | Stiffness | 1350 | Damping | 7394 | Moment | 121500 |
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