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

Table 9

Deflection load transfer coefficient under different values of spring stiffness and degree of void (full void state).

Void size (m)	Spring stiffness
	0.005 q (%)	0.01 q (%)	0.05 q (%)	0.1 q (%)	0.5 q (%)	q (%)	5 q (%)	10 q (%)
0.2	91	91	90	89	83	81	79	79
0.4	89	89	88	86	81	79	78	79
0.8	89	89	87	86	81	79	79	79
1	89	89	88	86	81	79	79	80