Influence of the Mesoscopic Viscoelastic Contact Model on Characterizing the Rheological Behavior of Asphalt Concrete in the DEM Simulation

Figure 10

Laboratory data and simulation results of dynamic modulus. (a) −6°C. (b) 4°C. (c) 16°C. (d) 27°C. (e) 38°C.

(a)

(b)

(c)

(d)

(e)