Research Article
Long-Term Effect Analysis of a High Slope with Tunnel Structure Based on Three-Dimensional Mesh Reconstruction
Table 4
Maximum Mises stress and strain of tunnel under different seismic intensities.
| | Seismic intensity | Maximum Mises stress (MPa) | Maximum principal strain | | t = 0 s | t = 5 s | t = 10 s | t = 0 s | t = 5 s | t = 10 s |
| | VI | 1.694 | 1.834 | 1.721 | 7.519 × 10−6 | 8.979 × 10−4 | 5.104 × 10−4 | | VII | 1.694 | 2.736 | 1.847 | 7.519 × 10−6 | 3.311 × 10−3 | 9.053 × 10−4 | | VIII | 1.694 | 5.960 | 2.690 | 7.519 × 10−6 | 7.933 × 10−3 | 1.847 × 10−3 | | IX | 1.694 | 11.640 | 4.367 | 7.519 × 10−6 | 1.492 × 10−2 | 4.308 × 10−3 | | >IX | 1.694 | 21.460 | 8.366 | 7.519 × 10−6 | 3.324 × 10−2 | 8.770 × 10−3 |
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