Page 164 - New Trends in Eco efficient and Recycled Concrete
P. 164

136                               New Trends in Eco-efficient and Recycled Concrete


           In the second article published, the authors compared the results obtained by
         different pozzolans and diverse methods [strength activity index (SAI), Frattini test
         and the saturated lime test] (Donatello et al., 2010b). The saturated lime method is
         similar to the Frattini test, but in this test, the pozzolan is mixed with a saturated
         lime solution. The amount of lime fixed is measured with the determination of the
         residual dissolved calcium. The authors concluded that the SAI and Frattini test are
         standardised methods with good correlation between them. The saturated lime test
         did not have a good correlation with the other methods. The reactivity of SSA is
         less than MK, pulverised FA and SF.
           Dyer et al. (2011) studied pastes with SSA with XRD and showed the presence
         of a poorly crystalline component with phosphorus. The compound was hydroxyap-
         atite (Ca 5 (PO 4 ) 3 OH) and it was observed in the diffraction analysis together with
         the AFm phases, portlandite and CSH gel. The presence of hydroxyapatite depends
         on the source used. It is possible that the presence of this compound could be used
         in waste solidification applications. In the same paper, the authors concluded that
         the additional aluminium and iron in the ashes formed a greater quantity of AFm
         phases. This statement was corroborated by the presence of a secondary peak in the
         curves obtained by the isothermal conduction calorimetry (ICC) analysis.
           The characterisation of pastes by TGA was employed by various authors. Yen
         et al. (2012) studied the properties of binary and ternary mixtures. The replacement
         of cement was 50% and 70% and the pozzolans employed were FA, GBS and SSA.
         The peak of portlandite was less in the pastes with pozzolan. In the pastes with
         SSA, a large amount of AFm phases were formed.
           Baeza et al. (2014a) studied the percentage of fixed lime by TGA in pastes with
         a 10% of substitution of cement by FA, RHA and SSA. They corroborated that the
         most reactive pozzolan was RHA, and that at 28 days of curing, the percentage of
         fixed lime was greater in the paste with SSA than in the paste with FA.
           Wang et al. (2017) studied the influence of co-combustion of SS and rice husk
         on the hydration properties. The ashes were burnt in two proportions. The ash
         defined as H had 20% SS and 80% rice husk. The other proportion was 30% and
         70%, respectively, and the ash was referred to as W. The heat flow curves show
         that the presence of the ashes retarded the cement hydration with an induction
         period higher than that for the control paste. However, in the final hours of the
         experiment, an exothermic effect was observed as a consequence of the pozzolanic
         reaction. The total hydration peak showed that the paste with the highest heat was
         the paste with H. By means of the data obtained in the ICC experiment, the authors
         proposed a hydration kinetic model. They concluded that the inclusion of ashes
         inhibited the hydration process at the early ages, but the quantity of the hydrates
         was higher due to the pozzolanic reaction.
           Chen and Poon (2017a) studied the reactivity of SSA and FA using the Frattini
         test, ICC and XRD analysis. In the case of SSA, the authors used two ashes, one
         with a small mean particle diameter (the FSSA had a mean diameter of 6 μm). All
         the ashes had pozzolanic behaviour from Frattini test results. In all the pastes stud-
         ied through XRD, the major components were portlandite, ettringite, alite and
         belite. In pastes that contained SSA or FSSA, a new crystalline compound, brushite
   159   160   161   162   163   164   165   166   167   168   169