Experimental and Numerical Analysis and Prediction of Ground Vibrations Due to Heavy Haul Railway Viaduct

Table 6

Energy index values under different wagon weight.

Type of wagon	Total weight /(t)	Horizontal		Vertical
		(10-5)	D-value	(10-4)	D-value
C50	70	1.363	6.36%	0.734	0.19%
C64	84	1.572	6.23%	0.926	0.31%
C70	94	2.366	3.67%	1.126	0.32%
C80	105	3.242	5.78%	1.355	0.059%