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At the later stage of curing, however, all concrete with different ( f_{cd}^ ) values showed similar rates of strength increase.
Portland cements with different rates of strength gain and heat evolution could be obtained by mixing different clinkers.
The friction coefficients of all the surfaces can be as low as 0.45 at 800 °C, and the retention rates of strength and toughness after thermal shock between 25 °C and 1000 °C for 50 cycles could reach 98.8% and 85.3%, respectively.
Similar(57)
When OPC is replaced with fly ash the rate of strength gain of concrete is slower at early age.
The rate of strength development is presented for different ( f_{{{text{cd}}}}^{prime}{s}) in Fig. 3b.
At later-stage curing, however, similar rate of strength increase was observed for all ( f_{{{text{cd}}}}^{prime} {s}).
COIS concrete samples showed slow rate of strength gain, and strength reduction compared with the control samples.
The rate of strength degradation was most rapid for samples pre-immersed for 1 month.
Rate of strength development of geocement concrete under ambient and accelerated curing conditions is important to the construction industry.
Furthermore, self-healing of HVFA-ECC was accelerated and final recovery rate of strength and physical properties improved.
As expected, the compressive strength of the concrete increases with curing time with a high rate of strength gains at early ages which gradually decrease at longer ages.
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