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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