Influence of Pier Settlement on Structural Stress of Longitudinal Connected Track in High-Speed Railways

Table 1

Parameters of LCT.

Item	Value	Unit
Fastener spacing	0.65	m
Stiffness of the fastener (static/dynamic)	30/60	MN/m
Damping of the fastener	30	kN·s/m
Cross section of the slab	2.55 × 0.2	m
Elasticity modulus of the slab	3.6 × 10^4	MPa
Cross section of the CA mortar	2.55 × 0.03	m
Elasticity modulus of the CA mortar	7500	MPa
Cross section of the base	2.95 × 0.19	m
Elasticity modulus of the base	3.3 × 10^4	MPa