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Experimental determination of adiabatic temperature rise and hydration parameters for concrete

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In this study, adiabatic temperature rise for three normal-strength concrete mixtures were experimentally determined using an adiabatic calorimeter. The hydration parameters including the time and slope parameters, and the total heat (Qc) of the concrete samples were also computed using the measured adiabatic temperature rise and the curve fitting method. The results show that the degree of hydration increases with the decrease of the w/c ratio in the mixture. |

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