Page 388 - Handbook of Thermal Analysis of Construction Materials
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366          Chapter 9 - Non-Portland Cement Binders and Concrete


                              found that, during the conversion reaction, the surface area is actually
                              increased owing to the formation of alumina gel. [30]  Mehta has affirmed that
                              a poor bonding capacity of the hydrogarnet and its low surface area are
                              important factors contributing to a loss of strength. It is also thought that the
                              conversion of the flat plates, with the overlapping or interlocking system, to
                              cubic morphology dislocates the intercrystalline bonds.
                                     The fall in strength has also been attributed to the formation of
                              macrocrystalline alumina hydrate from the microcrystalline alumina
                              hydrate.
                                     Although there is no unanimity on the details of the mechanism of
                              strength deterioration in CAC, success has been achieved in explaining the
                              strength loss in terms of the conversion of the hexagonal to the cubic phase.
                              The loss in strength, as the temperature is increased, can be explained by the
                              increase in the rate and amount of conversion. Similarly, the increase in the
                              conversion rate at higher w/c ratios may explain the low strengths at these
                              conditions.


                              4.5    Inhibition of C AH  Formation
                                                     3
                                                         6
                                     The formation of C AH  (hydrogarnet) is often associated with
                                                       3   6
                              volume instability in CAC concretes. It has been demonstrated that an
                              additive comprised of a pozzolan and an inorganic sodium or potassium salt
                              can be effective in eliminating the conversion reaction with minimal effect
                                                         [3]
                              on early strength development.  The anion can be selected from the group
                              consisting of sulfate, carbonate, nitrate, silicate, phosphate, chloride, and
                              bromide. The pozzolan is selected from the group consisting of: zeolites,
                              calcined zeolites, granulated blast-furnace slag, fly ash, silica fume, rice
                              hull ash, and metakaolin. The resulting calcium aluminate cement compo-
                              sition is such that at temperatures between 25–40°C strätlingite is formed
                              preferentially and formation of hydrogarnet is limited.
                                     Strätlingite is preferentially formed from hexagonal calcium alumi-
                              nate hydrates and anhydrous calcium aluminate cement at high temperature
                              (e.g., 35–45°C). Conversion of those hydrates or anhydrates to hydrogarnet
                              is prevented. Some anions such as sulfate, silicate, phosphate, carbonate,
                              etc., also play an important role in preventing the conversion. This is a result
                              of two primary reactions: (1) reaction of these anions with calcium ions to
                              form insoluble calcium salts such as gypsum; the calcium concentration in
                              the hydration system is significantly reduced and delays calcium dependent
                              hydrogarnet formation; (2) substitution of sulfate in strätlingite-sulfate can
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