Research Article
Numerical Analysis of Subgrade Behavior under a Dynamic Maglev Train Load
Table 7
Dynamic response results of the 1.2 m thick foundation bed.
| | 1.2 m thick foundation bed | Maximum dynamic stress (kPa) | Maximum dynamic deformation (mm) | Maximum dynamic strain (%) | Average dynamic strain (%) |
| | Response value | 13.67 | 0.327 | 0.0146 | 0.0133 | | Limit value | — | 0.4 | 0.028 | 0.013 |
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