Corrosion inhibitors - Concrete Repair - page 183

Figure 10.3 Potential vs number of cycles of exposure for steel in OPC concrete
under macrocell conditions [A - Control; B - Migrating; C - Admixed] (from
Thangavel et al., 2009).
Figure 10.4 Macrocell current vs number of cycles of exposure for steel in OPC
concrete under macrocell condition [A - Control; B - Migrating; C - Admixed]
(from Thangavel et al., 2009).