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

Figure 13

Slab deflection under different values of spring stiffness and degree of void: (a) deflection of loaded slab with semivoid state, (b) deflection of nonloaded slab with semivoid state, (c) deflection of loaded slab with full void state, and (d) deflection of nonloaded slab with full void state.

(a)

(b)

(c)

(d)