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. 2014 Jan 28;7(2):887–898. doi: 10.3390/ma7020887

Figure 4.

Figure 4.

Figure 4.

Corrosion potential of steel in CAC and OPC mortar subjected to chloride environments. (a) OPC; (b) 5% CAC; (c) 10% CAC; (d) 15% CAC and (e) 100% CAC.