Effect of Temperature on Interface Characteristics between Compacted Recycled Asphalt Pavement and Geogrid

Figure 6

Variation of shear stress with shear displacement for non-reinforced and reinforced RAP specimens at (a) T = 0°C, (b) T = 20°C, and (c) T = 35°C with different normal stresses.

(a)

(b)

(c)