The influence of various curing methods, suitable for precast concrete production, on compressive strength and durability indicators was investigated, using concretes with different binder types and different water/binder ratios. For specimens exposed to dry ambient conditions, initial moist curing for 6 days, followed by unprotected exposure, presented the most effective method, followed by initial sealing with a plastic sheet. For specimens exposed to moist ambient conditions, conventional curing efforts were found to be ineffective for improving concrete properties, compared to unprotected reference specimens.
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