Effects of an Applied Load on the Chloride Penetration of Concrete with Recycled Aggregates and Recycled Powder

Figure 8

Chloride content curves of RAC with various applied loads. (a) RAC-0% and (b) RAC-100% after various levels of sustained load. (c) RAC-0% and (d) RAC-100% after various cycles of repeated load.

(a)

(b)

(c)

(d)