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Mortar specimens were used throughout the study.
Mortar specimens were produced using natural and RFAs.
This can also be seen for paste and mortar specimens.
Finally the mechanical properties were determined on hardened mortar specimens.
For this reason mortar specimens were used in this work.
Lower chloride content (both total and free) was found in the mortar specimens.
The mortar specimens were created by using natural, recycled, and modified-RFAs.
The mean compressive strength for the mortar specimens was 6.49 MPa.
The mineralogical phases of mortar specimens were determined by XRD analysis after the wet dry cycles.
Different SHCC and mortar specimens were broken after different durations of chloride exposure.
Therefore, the fly ash mortar specimens exhibited lower VPV as compared to the GGBFS specimens.
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