Page 217 - Handbook of Thermal Analysis of Construction Materials
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Section 2.0 - Calcium Chloride                               201


                                     The development of heat produced by the addition of calcium
                              chloride on portland cement Type I from different plants shows significant
                              variations (Fig. 9). This is due to the differences in the fineness and
                              chemical composition of cement.






























                              Figure 9. The effect of CaCl  on the heat development in four Type I cements.
                                                   2

                                     Ramachandran and Feldman [15]  compared the rate of hydration of
                              cement in the presence of calcium chloride by following the amount of
                              Ca(OH) , non-evaporable water, or heat development. Calcium chloride, in
                                     2
                              amounts of 0, 1, 2, and 3.5%, was added to cement at w/s ratios of 0.25 and

                              0.40. Hydration was followed from a few minutes to thirty days.There was
                              good correlation between the non-evaporable water content and heat
                              development. It was also observed that cement containing 3.5% hydrated to
                              the greatest extent in the early periods, but lower amounts of calcium
                              hydroxide were formed at this dosage. This was explained by the formation
                              of C-S-H with a higher ratio in such a cement. It was also concluded that the
                              hydration kinetics cannot be accurately studied by the estimation of lime,
                              especially at a lower w/c ratio.
                                     Calcium chloride also accelerates the rate of hydration of Type II,
                              IV, and V cements but only marginally that of Type II, a high early strength
                              cement.
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