Experimental Investigation on the Vibration Reduction Characteristics of an Optimized Heavy-Haul Railway Low-Vibration Track

Table 1

Elastic coefficient and damping coefficient for the N-LVT and T-LVT.

Dropping height (mm)	Continuous action time T0 (ms)		Intervals 2t1 (ms)		Elastic coefficient K (kN/mm)		Damping coefficient C (kN·s/m)
	N-LVT	T-LVT	N-LVT	T-LVT	N-LVT	T-LVT	N-LVT	T-LVT
10	12.5	11.6	20.5	29.5	39.5	54.4	284.8	231.4
20	12.8	11.7	29.1	34.6	37.7	47.4	277.5	263.3
30	11.9	11.3	38.4	41.5	45.2	52.0	283.3	281.9