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

Figure 6

Shear stress-displacement curves under various normal stress. (a) At 0°C. (b) At 15°C. (c) At 30°C. (d) At 45°C. (e) At 60°C.

(a)

(b)

(c)

(d)

(e)