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370          Chapter 9 - Non-Portland Cement Binders and Concrete


                              5.0    PORTLAND CEMENT–CALCIUM
                                     ALUMINATE CEMENT BLENDS


                              5.1    Introduction

                                     The development of OPC-CAC based expansive cements can be
                              traced back to the 1920s. [36]–[38]  Fast set control was a problem that limited
                              the actual application of these systems. The setting time varies with the
                              proportion of the two cements. The optimum proportion resulting in
                              minimum setting time is about 70% CAC and 30% OPC. [39]  Methods for
                              controlling rapid set involving the use of pre-hydrated CAC (H-CAC) have
                              been recently proposed. [40]  Satisfactory workability can be attained without
                              loss of expansive and mechanical properties. Understanding of the hydra-
                              tion mechanisms and the microstructural development in these expansive
                              cement systems is important to optimize potential application. This in-
                              volves evaluation of factors affecting: (i) fast set behavior of the OPC-CAC
                              system and (ii) the hydration mechanism of the OPC-H-CAC system.

                              5.2    Hydration

                                     Electrochemical methods appear to have distinct advantages in the
                              study of cement hydration. Methods involving potential measurement
                              (including pH, zeta potential, and selected ion potential), conductivity
                              measurement, and a.c. impedance measurement provide useful information
                              related to both ion concentration of pore solution and microstructural
                              change in hydrating cement paste. The early hydration and setting behavior
                              of OPC-CAC and OPC-Hydrated-CAC paste systems can be determined
                              using these techniques.
                                     It appears that the impedance behavior of the OPC-CAC paste
                              system is determined by the following microstructural events: [41]
                                     i)  Nucleation of ettringite accompanied by significant con-
                                         sumption of free water and fast set. This process is
                                         concomitant to the first rapid increase in impedance
                                         value at about 20 minutes (curves 2–5, Fig. 5).
                                     ii) An “induction” period while hydration continues at a
                                         relatively slow rate. Accumulation of hydration prod-
                                         ucts (mainly C-S-H, CAH , C AH ) on the unhydrated
                                                               10
                                                                   2
                                                                       8
                                         particle surfaces are observed. The impedance value
                                         remains relatively constant.
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