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Microstructural studies on recycled aggregate concrete            439



             (A)                            (B)
                                               100
                                               90
                                               80
                                              Volume fraction, %  70  Porosity
                                               60
                                                                   Other hydration products
                                                                   Calcium hydroxide
                                               50
                                                                   Anhydrous
                                               40
                                               30
                                               20
                                               10
                                      100μm     0
                                                1.2  6  10.8 15.6 20.4 25.2  30  34.8 39.6 44.4
                                                       Distance from aggregate, μm
           Figure 14.11 Heterogeneity of concrete at the ITZ: (A) BSE image concrete impregnated
           with Wood’s metal, which infiltrates more efficiently throughout pores, highlighting the
           ITZ (Scrivener et al. 2004a), adapted; (B) average distribution of microstructural
           constituents along the ITZ (Scrivener, 2004). ITZ, Interfacial transition zone; BSE,
           backscattered electron.
















           Figure 14.12 Heterogeneity of concrete at the ITZ: (A) contribution of AFM imaging to
           porosity evolution assessment showing mortar at 7 days (left) and at 28 days (right)
           (50 μm 3 50 μm region; the white area at the left side of the images represents the aggregate
           and the darker areas are related to pores) (Peled et al., 2013); (C) X-ray microtomographic
           3D image analysis of a model concrete with glass bead aggregates rendering isolated
           aggregates (left) and their interfacial zone (right, ITZ pores are coloured black) (Landis
           et al., 2016). AFM, Atomic force microscopy; ITZ, Interfacial transition zone.


           will be discussed next, the ITZ between the RAs and the cement paste depends on
           the morphology and soundness of the RA’s surface (Bonifazi et al., 2015), their ori-
           gin and chemical composition (Bravo et al., 2016), the surface treatment they are
           submitted to (Katz, 2004; Tam et al., 2007), the RA’s water content (Ferreira et al.,
           2011; Garcı ´a-Gonza ´lez et al., 2014), the use of supplementary cementing materials
           (Hosseini et al., 2009; Kou and Poon, 2013) or mixing techniques (Tam et al.,
           2005; Li et al., 2012). Considering the combined effect of all these factors, it is sen-
           sible to say that the presence of RA in concrete will affect the material’s macro-
           scopic behaviour both in mechanical as well as rheological and durability terms.
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