Response Analysis of a Ballasted Rail Track Constructed on Soft Soil by 3D Modeling

Table 4

Properties of the subgrade and subsoil are considered in Figures 11(a)–11(c) and 12(a)-12(b).

Variable	Reference figure	Stiffness values (E50) Mpa			Case
		Subgrade (MPa)	L 1 (MPa)	L 2 (MPa)
Subgrade stiffness	11(a)	60	20	15	—
	11(b) and 11(c)	60
		100
		200
Subsoil stiffness	12(a) and 12(b)	60	20	15	I
			35	30	II