Performance Evaluation of Waste Crumb Rubber/Silica Fume Composite Modified Pervious Concrete in Seasonal Frozen Regions

Figure 7

The compressive strength loss rate of RSFPC after different F-T cycles. (a) 25 F-T cycles; (b) 50 F-T cycles; (c) 75 F-T cycles; (d) 100 F-T cycles.

(a)

(b)

(c)

(d)