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The influence of different types of cement, cement content per unit volume of concrete, and concreting temperatures on adiabatic temperature rise were evaluated during this study. The Adiabatic temperature rise was measured with a new testing apparatus, with high reliability that has been confirmed through comparison with time-dependent temperature changes in mass concrete structures. Before the evaluation, the most suitable equation for approximating the adiabatic temperature rise as a functional formula of time was selected based on the experimental results. Further, comparison of the above approximate values with standard values proposed by JSCE or JCI was done, and problems involved in these standard values were pointed out.

EVALUATION OF ADIABATIC TEMPERATURE RISE OF CONCRETE MEASURED WITH THE NEW TESTING APPARATUS