Review Article
Properties of Cementitious Repair Materials for Concrete Pavement
Table 7
Type of AAM and mechanical performance.
| Precursor | Activator | Liquid/binder | Curing condition | Compressive strength (MPa) | Flexural strength (MPa) | References |
| Fly ash/calcined carbonation lime residue | SS + SH | 0.5 | Room temperature | Approximately 35 MPa | | [151] | Slag/metakaolin/fly ash | SS + SH | 0.34 | Room temperature | >80 MPa | | [152] | Metakaolin/slag | SS + SH | 0.7 | 50°C | 63.6 | 10.6 | [153] | High calcium fly ash | SS (anhydrous) | 0.25 | 25°C | 50 | | [154] | Ti-extracted residue/fly ash | SH | 0.5 | 20°C | 63.6 | Approx. 6.5 | [155] | Metakaolin/slag | SS + SH | 0.5–1.1 | Dry ambient curing/humidification/40 ± 5°C | 41–60 | | [156] | GGBS/pumice/slag | SS + SH | 0.5 | 20–25°C relative humidity: 40% | 36.55–63.95 | 3.98–5.66 | [157] | Metakaolin/fly ash/silica fume | PS + PH | | 25°C | 80.7 | | [158] |
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SS: sodium silicate; SH: sodium hydroxide; PS: potassium silicate; PH: potassium hydroxide.
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