2005
DOI: 10.1016/j.cemconres.2004.04.023
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Fine aggregate and curing temperature effect on concrete maturity

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Cited by 39 publications
(12 citation statements)
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“…At 90 days, the compressive strength of the pozzolan mortar distinctly exceeds that of the OPC mortar and decreases with the curing temperature according to a parabolic shape contrary to that of the OPC mortar which decreases linearly. Topçu and Toprak [14] observed similar results with the decrease in compressive strength for the OPC concrete subjected to curing at different temperature at the 28 days. On the other hand, Monso et al [12] found parabolic curves of strength change with fly ash addition.…”
Section: Constant Temperature (Set A)supporting
confidence: 85%
“…At 90 days, the compressive strength of the pozzolan mortar distinctly exceeds that of the OPC mortar and decreases with the curing temperature according to a parabolic shape contrary to that of the OPC mortar which decreases linearly. Topçu and Toprak [14] observed similar results with the decrease in compressive strength for the OPC concrete subjected to curing at different temperature at the 28 days. On the other hand, Monso et al [12] found parabolic curves of strength change with fly ash addition.…”
Section: Constant Temperature (Set A)supporting
confidence: 85%
“…The ASTM standard provides procedures for developing the strength-maturity relationship and for estimating the in-place strength. However, still there are concerns regarding the performance and suitability of various maturity functions in practical applications [12][13][14][15][16]. Research should be conducted to assess the suitability of maturity functions in slipforming and to validate their performance with field applications.…”
Section: Introductionmentioning
confidence: 99%
“…Curing temperature is one of the parameters considered as a critical factor in the progress of cement hydration by influencing the stability and the transformation of hydrates, and strength development [4,5]. For example, increased curing temperature may improve the strength of concrete at early age [11,12]; whereas, long-term concrete strength can be decreased [3,8]. This is because elevated curing temperature increases the reaction rate [13,14] at early stage of hydration, but also increases the density of hydration products [15], which slows down the hydration process [7].…”
Section: Introductionmentioning
confidence: 99%
“…Information on the temperature of concrete is significantly important in many areas of civil engineering, especially in the concrete maturity [1][2][3] and hydration kinetics [4][5][6][7][8]. Maturity is an excellent indicator of in-place strength development and quality from fresh to hardened concrete [9]; therefore, concrete strength is often estimated by measuring its maturity [10].…”
Section: Introductionmentioning
confidence: 99%