Laboratory Investigation on the Interface Bonding between Portland Cement Concrete Pavement and Asphalt Overlay

Figure 8

Shear stress-displacement curves at different temperatures. (a) 0 MPa, (b) 0.5 MPa, (c) 1.0 MPa, and (d) 1.5 MPa.

(a)

(b)

(c)

(d)