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The ratio of sodium silicate to sodium hydroxide was kept as 2. Ambient curing mode was used to cure mortar instead of heat curing mode.
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The 28 and 90 days cured mortar cubes were immersed in these aggressive acid environments for 100 days.
The cured mortar specimens were imaged by X-ray CT on different days of the experiment.
Figures 11, 12, 13 and 14 show the weight loss of 90 days cured mortar cubes immersed in 5%H2SO4O4, 10 % HCl, 5%% HNO3 and 10%% CH3COOH solutions, respectively.
Lower shrinkage and less damage of internally cured mortar were also observed by Zou and Weiss (2014) and Zou et al. (2015) in two different studies.
It is revealed that saturated density is the most suitable property to evaluate the segregation of internally cured mortar.
Internal relative humidity, autogenous deformation, and compressive and flexural strength of plain and internally cured mortar were measured.
Numerical simulations reveal the existence of a hydraulic interface resistance between brick and wet/dry cured mortar.
The microstructure of the precipitates obtained from the aqueous carbonation reaction, the product obtained from the hydrothermal synthesis and the 28 days cured mortar was recorded using a field scanning electron microscope (JEOL JSM-6700F).
Compared to plain mortar, lower shrinkage or expansion, lower elastic modulus and less damage are advantages of internally cured mortar to diminish the risk of cracking.
While, at 24 h hot water curing mortar containing OPC RHA FA binder showed better quality in properties compared to the other binders.
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