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

Figure 11

Chloride content curves of RPC after various loads have been applied. (a) RPC-15% and (b) RPC-30% after various levels of sustained load. (c) RPC-15% and (d) RPC-30% after various cycles of repeated load.

(a)

(b)

(c)

(d)