Analysis of Vibrations Generated by the Presence of Corrugation in a Modeled Tram Track

Table 1

	(Pa)		ρ (kg/m^3)
Paving blocks	2.25 ∗ 10^∧9	0.25	2400
Reinforced concrete	2.73 ∗ 10^∧10	0.25	2400
Lean concrete	2.25 ∗ 10^∧10	0.2	2300