Numerical Modelling of Building Vibrations due to Railway Traffic: Analysis of the Mitigation Capacity of a Wave Barrier

Table 1

Materials mechanical properties.

	[MPa]	[—]	[kg/m^3]
Rail	210.000	0.3	7500
Rail pad	150	0.45	900
Sleeper	27000	0.25	2400
	100	0.2	1900
	150	0.3	2000
Foundations	1000	0.3	2000

subjected to calibration.