Research Article
The Impact of Traffic-Induced Bridge Vibration on Rapid Repairing High-Performance Concrete for Bridge Deck Pavement Repairs
Table 1
Experimental groupings.
| | Project |
Control specimen/block | Vibration parameters | Pouring-initial hardening (0–7 h) specimen/block | Initial hardening-final hardening (7–9 h) specimen/block | Pouring-final hardening (0–9 h) specimen/block |
| | Compressive strength |
18 | 2 Hz, 3 mm | 18 | 18 | 18 | | 4 Hz, 1 mm | 18 | 18 | 18 | | 4 Hz, 3 mm | 18 | 18 | 18 |
| | Freeze-thaw |
3 | 2 Hz, 3 mm | 3 | 3 | 3 | | 4 Hz, 1 mm | 3 | 3 | 3 | | 4 Hz, 3 mm | 3 | 3 | 3 |
| | Electric flux |
3 | 2 Hz, 3 mm | 3 | 3 | 3 | | 4 Hz, 1 mm | 3 | 3 | 3 | | 4 Hz, 3 mm | 3 | 3 | 3 |
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