Research Article
Study on Settlement and Deformation of Urban Viaduct Caused by Subway Station Construction under Complicated Conditions
Table 3
Comparison of monitoring results and numerical simulation.
| Reinforcement measures | Position | Monitoring (mm) | Simulating value (mm) |
| Ungrouted reinforcement | The ground settlement | | 6.89 | Diaphragm wall | | 7.98 | Pile foundation | | 6.25 |
| Grouting reinforcement | The ground settlement | 2.47 | 2.52 | Diaphragm wall | 1.51 | 1.42 | Pile foundation | 1.70 | 1.63 |
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