Research Article
Mitigating the Bridge End Bump Problem: A Case Study of a New Slab System with a Lower Partition Slab-Pile Foundation
Table 2
Grading rate i (%) of different treatment technologies.
| Treatment technologies | 7 d | 30 d | 60 d | 730 d |
| The lower partition slab-pile foundation | 0.023 | 0.062 | 0.07 | 0.073 | The deep-seated concrete slab | 0.068 | 0.168 | 0.17 | 0.183 | No treatment | 0.078 | 0.177 | 0.23 | 0.265 |
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