Research Article
Spectral Velocity of the Ground Surface in Alluvial Soils due to the Presence of Circular Urban Subway Tunnels
Table 1
Models considered in research.
| No. | Elasticity module of soil (relative to the main model) | The depth of the tunnel (m) | Tunnel lining thickness (m) | Tunnel radius (m) | No. | Elasticity module of soil (relative to the main model) | The depth of the tunnel (m) | Tunnel lining thickness (m) | Tunnel radius (m) |
| 1 | 1 | 20 | 0.5 | 3.13 | 19 | 1.75 | 20 | 0.5 | 6 | 2 | 1 | 20 | 0.28 | 3.13 | 20 | 2 | 20 | 0.5 | 3.13 | 3 | 1 | 10 | 0.5 | 6 | 21 | 2 | 20 | 0.28 | 3.13 | 4 | 1 | 10 | 0.75 | 6 | 22 | 2 | 10 | 0.75 | 6 | 5 | 1 | 20 | 0.75 | 6 | 23 | 2 | 10 | 0.5 | 6 | 6 | 1.25 | 10 | 0.28 | 3.13 | 24 | 2 | 20 | 0.5 | 6 | 7 | 1.25 | 20 | 0.28 | 3.13 | 25 | 2 | 20 | 0.75 | 6 | 8 | 1.25 | 10 | 0.5 | 6 | 26 | 2.25 | 10 | 0.28 | 3.13 | 9 | 1.25 | 20 | 0.5 | 6 | 27 | 2.25 | 20 | 0.28 | 3.13 | 10 | 1.5 | 20 | 0.5 | 3.13 | 28 | 2.25 | 10 | 0.5 | 6 | 11 | 1.5 | 20 | 0.28 | 3.13 | 29 | 2.25 | 20 | 0.5 | 6 | 12 | 1.5 | 10 | 0.75 | 6 | 30 | 2.5 | 20 | 0.5 | 3.13 | 13 | 1.5 | 10 | 0.5 | 6 | 31 | 2.5 | 20 | 0.28 | 3.13 | 14 | 1.5 | 20 | 0.5 | 6 | 32 | 2.5 | 20 | 0.5 | 6 | 15 | 1.5 | 20 | 0.75 | 6 | 33 | 2.5 | 10 | 0.5 | 6 | 16 | 1.75 | 10 | 0.28 | 3.13 | 34 | 2.5 | 10 | 0.28 | 3.13 | 17 | 1.75 | 20 | 0.28 | 3.13 | 35 | 1 | 20 | 0.5 | 6 | 18 | 1.75 | 10 | 0.5 | 6 | 36 | 1 | 10 | 0.28 | 3.13 |
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