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b Temperature of curing & Time of curing.
Compressive strength of concrete is affected by many factors, such as cement composition and fineness, water-to-cement ratio, aggregate, age and temperature of curing.
β-CD CA concentration (60, 70, 80 gpl), Time of curing (4, 6, 8 min) and Temperature of curing (100, 130, 160 °C) were taken as three independent variables for the assessment of independent responses viz.
The process optimization of MCT β-CD grafting on cotton was carried out by the response surface methodology using 33 Box and Behnken factorial design i.e. MCT β-CD concentration (60, 70, 80 gpl), Temperature of curing (100, 125, 150 °C) and pH (6, 8, 10) as independent variables.
a Temperature of curing & Concentration.
b Temperature of curing & Curing time.
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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.
Moreover, thermal degradation analysis (TGA) shows that polyoxometalate could significantly decrease the thermal degradation temperatures of cured epoxy resins.
The strength increases with the increase of curing temperature and curing period of LWGM.
The option of controlling the temperature of cure of the resins through the manipulation of the pH of the reaction mixture is also reported.
The interlayer spacing increases with the temperature of cure resulting in intercalated morphologies with varying degrees of interlayer expansion, depending on the cure temperature used.
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