Research Article
Seismic Response of Tunnel Lining for Shallow-Bias Tunnel with a Small Clear Distance under Wenchuan Earthquake
Table 5
Comparison of acceleration response peak value in the horizontal direction (unit: m·s−2).
| | Measuring points | 0.2 g | 0.4 g | | Shaking table test | Numerical simulation | Shaking table test | Numerical simulation |
| | 1 | 1.95 | 2.11 | 3.45 | 3.79 | | 2 | 1.05 | 1.17 | 1.91 | 1.56 | | 3 | 2.09 | 1.95 | 3.84 | 3.45 | | 4 | 1.96 | 1.68 | 3.7 | 3.3 | | 5 | 1.93 | 1.91 | 3.53 | 3.65 | | 6 | 0.94 | 0.89 | 1.88 | 2.18 | | 7 | 2.1 | 1.85 | 3.85 | 3.71 | | 8 | 1.05 | 1.22 | 1.94 | 1.56 | | 9 | 2.08 | 1.79 | 3.75 | 3.51 | | 10 | 3.12 | 2.76 | 5.75 | 5.29 |
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