Assessment Model and Virtual Simulation for Fatigue Damage Evolution of Asphalt Mortar and Mixture

Figure 5

Irregular shape modelling for mixtures: (a) VCA = 32.3%, VV = 0%; (b) VCA = 32.1%, VV = 4%; (c) VCA = 30.7%, VV = 8%.

(a)

(b)

(c)