Effect of Cement Asphalt Mortar Debonding on Dynamic Properties of CRTS II Slab Ballastless Track

Table 1

Comparison of measured data and calculated results.

Index	Vertical wheel/rail force/kN	Displacement of rail/mm	The fulcrum reaction force of rail/kN	Displacement of slab/mm	Dynamic stress of CA mortar layer/kPa
This paper	116.4	0.776	33.43	0.284	25.22
Xu et al. [7]	114.2	0.91	37.4	0.30	46.8
Nan [9]	112.225	0.847	31.35	0.358	40.389
Zhang [17]	109.2~120.5	0.66~1.32	47.8~49.2	0.16~0.37	≤45