Page 443 - Handbook of Thermal Analysis of Construction Materials
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418               Chapter 10 - Non-Portland Rapid Setting Cements


                              developed at 25°C (paste, w/c = 0.50) is also more than that registered for
                              the compact at 72°C. The total amounts of heat evolved for compacts
                              hydrated at 72°C (first 30 min), 25°C (2 days), and 25°C (w/s = 0.50, 1 day)
                              are, respectively, 56.0, 39.0, and 72.6 cal/g. It is apparent that at 80°C a
                              direct bond formation of C AH  may occur on the surface of CA even within
                                                    3
                                                        6
                              30 minutes due to rapid conversion of the hexagonal phase. Strength
                              development occurring at 80°C in the first few days does not change during
                              further hydration over several months. This is contrary to general opinion
                              and is contingent upon a low initial water/solids ratio.

































                              Figure 14. Conduction calorimetric curves of CA hydrated at 25°C or 72°C.



                                     Strength of high alumina cement concrete has been estimated from
                              exponential expressions relating strength and porosity, e.g., S = S e -bp
                                                                                           o
                              where S is the strength, p is the porosity and S  and b are constants. Talaber,
                                                                     o
                              et al., have shown that thermal analysis (DTG, TG, and DTA) can be used
                              as input for calculation of a porosity change due to both transformation
                                                                  [9]
                              (conversion to C AH ) and carbonation.  The thermal method involves
                                             3   6
                              analysis of both the original HAC concrete and the same concrete that has
                              been autoclaved. Hydrothermal treatment completes the reactions of the
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