Effect of Recycled Aggregate Content on Water Permeability and Pore Structure of Pervious Concrete Pavement

Figure 9

Stress-strain curves of RAPC under uniaxial tension. (a) RAPC0; (b) RAPC25; (c) RAPC50; (d) RAPC75; (e) RAPC100.

(a)

(b)

(c)

(d)

(e)