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372                               New Trends in Eco-efficient and Recycled Concrete


















         Figure 13.8 Compressive strength development (3 28 days) for class C fly ash/red mud
         (1:1) mixtures activated with different NaOH solutions (Nie et al., 2016).


         synthetoised a reactive precursor by an alkali-thermal treatment of a mixture of RM
         and NaOH pellets at 800 C. The treatment promoted the crystallisation of peralka-

         line aluminosilicate, C 3 A and α-C 2 S. The hydration produced amorphous binding
         gel and crystallised phases as zeolite and hydro garnet. The reached compressive
         strength was 8 10 MPa after 7 days of curing; however, it decreased over longer
         curing time. Ye et al. (2016) improved the mechanical stability of the geopolymer
         by the addition of SF to an alkali thermal-treated RM; 10% and 15% Na 2 O addi-
         tions were used for the alkali-thermal activation of the RM. The addition of SF to
         the mixture led to modifying the SiO 2 /Al 2 O 3 ratio, being in the range 1.41 4.03
         for the 10% Na 2 O series and 1.41 4.18 for the 15% Na 2 O series. Fig. 13.9 shows
         the excellent mechanical performance achieved with the addition of 20% SF. The
         authors concluded that the sodium aluminosilicate contained in the alkali thermal-
         treated RM was dissolved in water and this increase in the alkalinity of the medium
         dissolved silica from SF. This silica in solution led to producing a stable binding
         gel with a higher Si/Al ratio.



         13.2.1.2 Ceramic wastes
         There are several reports in which ceramic wastes or glasses were exploited as
         alternatives to the commonly used precursors in geopolymers.
           Powdered glass cullet (GC) was activated as plain precursor and as by blending
         with other mineral powders. GC is a CaO SiO 2  Na 2 O glass: Carvalho et al.
         (2008) geopolymerised a GC that contained these oxides in 10.4%, 67.3% and
         16.5%, respectively (Fig. 13.9). The GC presented an amorphous structure with
         quartz, calcite and anorthite as minor crystalline phases. The GC was mixed with
         calcined white and red clays (25% of GC content) because the Al 2 O 3 content of
         glass was too low for achieving good performance. Reached compressive strength
         of pastes activated with NaOH/sodium silicate was in the 6 13 MPa range.
           Cyr et al. (2012) studied green soda-lime silica glass from discarded bottles. The
         synthetised geopolymers were prepared with NaOH or KOH (1 10 M solution) and
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