Research Article
Foundation Reinforcement Method of Railway Logistics Center Station Based on Deformation Control and Thermodynamics
Table 3
Statistics of surface settlement of the proposed reinforcement methods.
| Tamping point number | Standard settlement (mm) | Depth of surface settlement (mm) | 24 hours later | 48 hours later |
| Northeast corner | 30 | 10.34 | 5.34 | Northwest corner | 30 | 10.36 | 5.28 | Southeast corner | 30 | 10.87 | 5.12 | Southwest corner | 30 | 10.98 | 5.98 | East | 30 | 12.54 | 5.64 | West | 30 | 10.35 | 5.37 | South | 30 | 10.46 | 5.84 | North | 30 | 10.34 | 5.64 | Intermediate | 30 | 10.54 | 5.12 |
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