Microstructure and Mechanical Properties of Recycled Aggregate Concrete in Seawater Environment
Figure 5
Microstructure of RAC with different replacement and corrosion time. (a) RP = 0% (before test). (b) RP = 0% (8 months corrosion). (c) RP = 30% (before test). (d) RP = 30% (8 months corrosion). (e) RP = 60% (before test). (f) RP = 60% (8 months corrosion).
