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SCEB was then produced with activation pretreated saline soil, lime, Portland cement and sand with pressure moulding and standard curing.
The flexural strength of specimens with steam curing was about four times higher than that of the standard curing.
All were compacted on a vibration table, the PVC end cap and plastic film were used to prevent evaporation, see Fig. 4, then demoulded a day after casting and water-cured in a standard curing room for 28 days.
In this paper, the properties of high-volume fly ash (HVFA) concrete and high-volume steel slag (HVSS) concrete were compared under two different curing conditions (standard curing condition and temperature match curing condition).
Internal curing significantly improved the rate of increase in the later-stage strength, degree of hydration, and penetration resistance of heat-cured concrete; this was especially true when subsequent standard curing was also performed.
Two curing regimes with the same curing time was conducted: one is under standard curing (20 ± 2 °C, RH ≥ 95%) for 3 days, and the other is under steam curing (65 ± 2 °C, RH ≥ 95%) for 12 h and then standard curing for 60 h.
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The carbonation depth of the C35 standard cured concrete was reduced by 56% in comparison with that of the C25 standard cured concrete.
It was found that concrete substrate prepared by accelerated curing method displayed lower carbonation resistance than standard cured concrete.
The suppression ratios of the exterior and interior paint coatings applied on C25 standard cured concrete were 71% and 56%, respectively.
The DMA results showed that the dynamic mechanical properties of the standard cured AASC were higher than the natural cured AASC when concrete heated from −45 °C to 250 °C.
The concrete cubes of 100-mm size were produced and standard cured to 28 days and then exposed to heat inside an electric furnace with pre-determined temperature regimes of 150 °C, 300 °C, 600 °C and 900 °C.
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