Influence of Blasting Vibration on Young Concrete Bridge: A Case Study of Yesanhe Super Large Bridge

Table 5

Simulation conditions.

Serial number	Model	Age of latest poured section (d)	Peak of load (cm/s)
1	Model 1	3	0.03
2			0.50
3			2.00
4		7	0.03
5			0.50
6			2.00
7	Model 2	3	0.03
8			0.50
9			2.00
10		7	0.03
11			0.50
12			2.00