Load Transfer Efficiency Analysis and Void Evaluation of Composite Pavement Cement Concrete Slab

Table 10

Deflection value detection of first stage loading in void section.

Serial number	Deflection corresponding to different points of the slab
	0	20	30	45	60	90	120	150	180
1	18.46	14.45	12.94	11.05	9.8	7.35	5.53	4.4	4.04
2	32.8	29.09	26.72	22.99	20.81	17.09	13.88	10.74	9.53
3	23.7	19.59	18.59	16.05	13.98	10.23	7.46	5.88	5.36
4	28.87	20.62	17.87	14.74	13.00	9.53	7.41	5.83	5.35
5	14.3	14.13	4.92	4.95	4.69	4.02	3.38	3.04	3.00
6	25.74	20.87	19.66	16.66	14.26	10.29	7.35	5.65	5.08
7	29.02	22.66	20.16	17.11	15.3	11.77	9.04	7.25	6.56
8	16.19	14.02	7.79	6.33	6.04	5.18	4.67	3.93	3.83