Experiment and Numerical Simulation of the Dynamic Response of Bridges under Vibratory Compaction of Bridge Deck Asphalt Pavement

Table 5

Vibration loads at different vibration frequencies.

Working conditions	Vibration load parameters
	Net weight of roller (kN)	Weight of front/rear wheel (kN)	Vibration frequency (Hz)	Excitation force (kN)
Working condition 1	130	65	0	0
Working condition 2	130	65	40	126
Working condition 3	130	65	50	197
Working condition 4	130	65	60	284