The Impact of Traffic-Induced Bridge Vibration on Rapid Repairing High-Performance Concrete for Bridge Deck Pavement Repairs

Table 6

Freeze-thaw cycles with 300 dynamic modulus and change ratio.

Vibration parameters	Control specimen	Pouring-initial hardening	Changes proportion/%	Initial hardening-final hardening	Changes proportion/%	Pouring-final hardening	Changes proportion/%
= 2 Hz; = 3 mm	62.5	60.5	−3.2	63.1	+1.0	62.2	−0.5
= 4 Hz; = 3 mm	62.5	61.4	−1.8	63.3	+1.3	62.2	−0.5
= 4 Hz; = 1 mm	62.5	63.8	+2.1	61.8	−1.1	62.8	+0.5