Abstract
The production of sustainable cements, which include alkali-activated materials (AAMs), is important in the light reducing CO2 emissions. AAMs are produced using precursors with high aluminum, silica, and calcium contents in an alkaline solution and can be divided, based on the precursor type, into two major groups: (1) high-calcium binder and (2) low-calcium binder. The two types of binders have different characteristics, properties, and dosage methods. Therefore, this article reviews AAMs that support the choice of precursor based on its prospective characteristics. Initially, the dosage parameters, precursors, activators, and curing conditions, are discussed. Subsequently, a comparison is made between the fresh, mechanical, and durability properties of high- and low-calcium AAMs. It is concluded that low-calcium AAMs show better performance in terms of durability and fresh properties. By contrast, high-calcium AAMs exhibit better performance in terms of mechanical properties. Therefore, it is concluded that the choice of the type of precursor must be made by considering the conditions to which the material will besubjected.
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Acknowledgements
The authors would like to thank Minas Gerais Energy Company (CEMIG) and the Brazilian agencies FAPEMIG and CNPq for financing the study.
Funding
This work was supported by the Minas Gerais State Research Foundation (FAPEMIG) [grant number APQ-03739-16], National Council for Scientific and Technological Development (CNPq) [grant number PQ 315653/2020-5], and the PD ANEEL/CEMIG GT616 [grant number GT616].
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Appendix
Appendix
Precursor relation | Compressive strength 28 days (MPa) | Mix conditions | Specimens size | References | ||
---|---|---|---|---|---|---|
SiO2 | Al2O3 | CaO | ||||
65.39 | 31.48 | 3.13 | 20 | FA, slag, NaOH, sodium silicate, sand. Cured at 20 °C and relative humidity 50–90% | 50 × 50 × 50 mm | [96] |
58.43 | 27.34 | 14.22 | 60 | |||
51.95 | 23.48 | 24.57 | 80 | |||
42.98 | 18.16 | 38,86 | 95 | |||
95.21 | 3.27 | 1.53 | 28.56 | Rice husk ash, NaOH, sand. Cured at 80 °C | 70.6 × 70.6 × 70.6 mm | [101] |
42.86 | 39.31 | 17.84 | 50 | Tailing, slag, sodium silicate, sand. Cured at 95% RH and 20 °C | Residual samples of 40 × 40 × 160 mm | [106] |
31.90 | 15.50 | 52.60 | 54 | Slag, NaOH, sodium silicate, sand. Cured at 23 °C | Residual samples of 40 × 40 × 160 mm | [107] |
80.95 | 18.29 | 0.77 | 19.6 | Clay, sand, NaOH, sodium silicate. Cured at ambient conditions | 50 × 50 × 50 mm | [105] |
58.44 | 29.21 | 12.36 | 28.4 | FA, GGBS, sodium silicate, NaOH, sand. Cured at 30 °C, 96% humidity | 75 mm _ × 150 mm rectangular mould | [104] |
80.12 | 19.60 | 0.28 | 23.2 | Volcanic tuff, NaOH, sand. Cured at ambient conditions | 50 × 50 × 50 mm | [100] |
55.04 | 32.98 | 11.98 | 15 | FA, GGBFS, NaOH, sodium silicate, sand. Cured at 23 °C and 92% RH | 50 × 50 × 50 mm | [97] |
55.36 | 33.29 | 11.35 | 25 | |||
54.09 | 32.06 | 13.85 | 38 | |||
57.28 | 31.84 | 10.88 | 35 | |||
55.60 | 33.54 | 10.85 | 31 | |||
57.37 | 35.24 | 7.39 | 14 | |||
58.26 | 36.10 | 5.64 | 11 | |||
42.77 | 11.02 | 46.21 | 40.6 | GGBFS, sodium silicate, NaOH, sand. Cured at 23 °C | 50 × 50 × 50 mm | [103] |
33.07 | 6.04 | 60.89 | 22.7 | Natural pozzolan, limestone powder waste, sodium silicate, NaOH, sand. Cured at 20 ± 5 °C | 50 × 50 × 50 mm | [95] |
38.63 | 19.61 | 41.76 | 59 | TiO2 extracted Residues, fly ash, NaOH, sand. Cured at 20 °C, relative humidity 90% | 30 × 30 × 30 mm | [108] |
40.52 | 20.25 | 39.22 | 58 | |||
42.35 | 20.89 | 36.75 | 62,9 | |||
45.85 | 22.09 | 32.06 | 63,6 | |||
49.15 | 23.21 | 27.63 | 60 | |||
34.25 | 17.20 | 48.55 | 30,3 | GGBFS, FA, soda residue, calcium carbide slag, sand. Cured at 20 °C in water | 40 mm × 40 mm × 160 mm | [98] |
33.25 | 16.85 | 49.90 | 43,2 | |||
32.30 | 16.51 | 51.19 | 37,6 | |||
31.38 | 16.19 | 52,44 | 34,4 | |||
34.57 | 19.80 | 45.63 | 39.3 | |||
36.50 | 24.09 | 39.42 | 30.6 | |||
38.35 | 28.23 | 33.42 | 20.5 | |||
40.14 | 32.22 | 27.64 | 17.5 | |||
41.87 | 36.08 | 22.05 | 5.1 | |||
63.68 | 23.04 | 13.28 | 15.32 | Construction and demolition wastes, FA, GGBFS, sílica fume, NaOH, lime, sand. Cured at 19.5 °C and 64.4% RH | Cylinders of dimensions 104 mm dia., 200 mm high | [102] |
62.74 | 23.51 | 13.75 | 17.8 | |||
53.78 | 19.63 | 26.58 | 12.49 | |||
60.40 | 20.52 | 19.08 | 6.68 | |||
60.49 | 20.51 | 19.00 | 8.44 | |||
56.13 | 26.88 | 16.99 | 85 | FA, GGBFS, MK, sodium silicate, NaOH, sand. Cure at ambient conditions | 50 × 50 × 50 mm | [99] |
54.48 | 24.32 | 21.20 | 80 | |||
52.83 | 21.76 | 25.41 | 94 | |||
55.52 | 22.43 | 22.04 | 64 | |||
53.85 | 19.84 | 26.31 | 57 | |||
52.18 | 17.24 | 30.57 | 57 | |||
54.37 | 18.85 | 26.77 | 51 | |||
55.21 | 20.16 | 24.63 | 69 | |||
53.53 | 17.55 | 28.92 | 67 |
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França, S., de Moura Solar Silva, M.V., Ribeiro Borges, P.H. et al. A review on some properties of alkali-activated materials. Innov. Infrastruct. Solut. 7, 179 (2022). https://doi.org/10.1007/s41062-022-00789-w
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DOI: https://doi.org/10.1007/s41062-022-00789-w