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It was observed that fly ash and especially metakaolin were very effective on the aforementioned properties of the concretes, depending mainly on replacement levels and duration of curing.
The mechanical performance of the HCWA PFA mortar block was assessed in terms of compressive strength, flexural strength and secant modulus after a given duration of curing at ambient temperature.
The seven process factors analyzed were (1) power level for RFGD plasma treatment, (2) duration of plasma treatment, (3) concentration of PC solution used to coat samples, (4) rate at which samples were dipped in/out of the solution, (5) temperature for curing, (6) relative humidity level during curing, and (7) duration of curing.
Using experimental results of concrete tested in accordance with ASTM C 672 and MTO LS-412 reported in the literature, a statistical analysis was carried out to evaluate the significance of several mix design variables, surface finishing, type of de-icing salt and duration of curing.
We therefore evaluated the effect of stage of maturity (mature flowering at 12-week phonological stage) and duration of curing before storage for periods of 2, 12, 24, and 36 weeks on the quality of hay.
Also, information such as type and duration of curing, time of placing concrete, method of curing, temperature at casting, age of concrete at loading, and properties of formwork used, and predication of weather condition after casting are important.
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Hoftijzer et al. reported a decreased HRQOL in 153 cured DTC patients compared with the general population, and the most important independent determinant for better HRQOL was the duration of cure [ 10].
In our study, even though the time elapsed since cure was relatively shorter (median 2.7 years; range 0.5-13.0) that that of Hoftijzer et al's study (median 6.3 years; range 0.3-41.8), the duration of cure when divided into two groups (<5 years and ≥5) did not influence any aspects of the HRQOL domains of the EORTC QLQ-C30.
Open image in new window Fig. 6 Effect of curing duration on average pore diameter of concrete (w/c = 0.5).
Both compressive strength and UPV were very low for −15 and −20 °C at 7 and 28 days of curing durations, especially for control and samples containing 9% urea.
The influence of curing mode and thermal treatment duration before carbonation test were also investigated.
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