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

Table 3

The compressive stress of CA mortar contrast between cavity and no cavity near the cavity area (kPa).

Working condition	Length of debonding/m
	0.325	0.65	0.975	1.3	1.625	1.95
No debonding	29.45	25.22	32.231	35.688	32.086	23.548
Debonding	66.667	111.454	142.282	212.097	259.316	379.704
Increase ratio (%)	126.37	341.927	341.44	494.309	708.19	1512.47
Working condition	Length of debonding/m
	2.275	2.6	2.925	3.25	3.9
No debonding	27.231	29.341	27.921	24.427	32.879
Debonding	455.669	502.134	589.987	657.091	839.534
Increase ratio (%)	1573.34	1611.37	2013.06	2590.02	2453.40