Influences by Air Voids on the Low-Temperature Cracking Property of Dense-Graded Asphalt Concrete Based on Micromechanical Modeling

Figure 10

Horizontal distribution of air voids: (f) H-0/12/0; (e) H-1/10/1; (d) H-2/8/2; (c) H-4/4/4; (b) H-5/2/5; (a) H-6/0/6.

(a)

(b)

(c)

(d)

(e)

(f)