Review Article

Properties of Cementitious Repair Materials for Concrete Pavement

Table 7

Type of AAM and mechanical performance.

PrecursorActivatorLiquid/binderCuring conditionCompressive strength (MPa)Flexural strength (MPa)References

Fly ash/calcined carbonation lime residueSS + SH0.5Room temperatureApproximately 35 MPa[151]
Slag/metakaolin/fly ashSS + SH0.34Room temperature>80 MPa[152]
Metakaolin/slagSS + SH0.750°C63.610.6[153]
High calcium fly ashSS (anhydrous)0.2525°C50[154]
Ti-extracted residue/fly ashSH0.520°C63.6Approx. 6.5[155]
Metakaolin/slagSS + SH0.5–1.1Dry ambient curing/humidification/40 ± 5°C41–60[156]
GGBS/pumice/slagSS + SH0.520–25°C relative humidity: 40%36.55–63.953.98–5.66[157]
Metakaolin/fly ash/silica fumePS + PH25°C80.7[158]

SS: sodium silicate; SH: sodium hydroxide; PS: potassium silicate; PH: potassium hydroxide.