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Similarly, the level of consolidation and the period of curing influenced the performance of concrete in the aggressive environment.
The DRCM of fly ash concrete is determined by the RCM test for a long-term period of curing up to 2 years.
The theoretical crack model of damage mechanisms in cementitious fiber composites can predict strength behaviour of composites that were pre-compressed after short period of curing.
Influence of other parameters on engineering properties of geopolymer concrete such as curing temperature, period of curing, ratio of sodium silicate to sodium hydroxide, ratio of alkali to fly ash and molarity of sodium hydroxide are also discussed in this paper.
Additionally, it has been demonstrated that, at each autoclaving temperature, there is an optimum period of curing that results in good mechanical and physical properties (Hanson 1963; Menzel 1934; Neville 1973; Shi and Hu 2003; Yazıcı et al. 2008).
A good correlation was noted between the concrete casting temperature, period of curing and the concrete properties.
Similar(51)
Non-destructive tests such as Electrical Resistivity, Ultrasonic Pulse Velocity (UPV) and Rebound Hammer were conducted on the various SCC mixes made with different replacement levels of Coarse Recycled Concrete Aggregates (CrRCA) and Fine Recycled Concrete Aggregates (FnRCA) at different periods of curing.
Rate of gain in strength at different periods of curing such as 12 h, 18 h, 1 day, 3 days, 7 days, 21 days and 28 days are studied for various grades of different SCC mixes and suitable relations have been established for the gain in strength at the early ages in comparison to the conventional concrete of same grades.
An addiction to opium, brought on by Cocteau's grief over his lover's death, necessitated a period of cure.
The initial period of thermal curing (varying from 24 h to 48 h) and exposure time to carbonation (from 1 h to 2 h), did not have a statistically significant effect on the mechanical performance of the composites.
The rate of carbonation for the samples with 30 and 50 % GGBS replacement increased, however longer period of water curing for GGBS blended cement concrete reduced the carbonation rate and reduce the concern of increased carbonation rate.
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