Investigation of Cement-Emulsified Asphalt in Plastic Concrete

Figure 5

Binary image of the Xq6 specimen under different stress sections (28 d). (a) σ = 3.18 MPa, (b) σ = 3.55 MPa, (c) σ = 4.9 MPa, (d) σ = 5.15 MPa, (e) σ = 5.44 MPa, and (f) σ = 5.30 MPa.

(a)

(b)

(c)

(d)

(e)

(f)