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Leaching issues in recycled aggregate concrete                    341












           Figure 12.4 Quay of Punta Solana (Spain).

           water or with aggressive components in its composition, which can lead to the dis-
           solution of concrete components progressively. This degradation process is the
           main effect produced by the release of contaminating components into an aqueous
           medium (Duchesne and Bertron, 2013). Therefore, in principle, the agents that can
           cause the degradation of concrete must be known, which favours the processes of
           leaching of pollutant components into the aqueous medium.


           12.3.1 Concrete degradation by water effects
           Concrete is a multiphase, porous and strong basic material. The pH of the intersti-
           tial solution is around 13 due to its mineralogical and chemical nature and this fact
           causes a disequilibrium with its environment (Beddoe and Dorner, 2005). Concrete
           can degrade in water environments considered as pure and with much greater speed
           in aggressive environments of acidic water.
              Two mechanisms are involved in the degradation of concrete, permeability and
           diffusion. The concrete components and the matrix-base of the concrete influence
           the degradation process of the concrete.
              The chemical composition of the hydrated phases and their proportions within
           the matrix, which depends on the composition of the binder, have a clear influence
           on the degradation process of the concrete (Duchesne and Bertron, 2013).
              Water causes chemical reactions in the concrete, mainly through two types: the
           dissolution of the hydrated and anhydrous phases, and the precipitation of the newly
           formed products (Powers and Brownyard, 1947). These reactions often come from
           outside the concrete and altered areas are progressively created in the concrete
           matrix.
              Once the degradation processes in the concrete matrix have begun, the processes
           of component migration will begin to take place, that is, leaching in a more pro-
           nounced way. The greater the degradation of the outer surface and of its internal
           matrix, the greater will be the components leached by the concrete (Rosenqvist
           et al., 2017).
              The most common causes of concrete degradation, which will produce more lea-
           chates are:

              Decalcinisation.
              Attack by sulphates.
              Alkali carbonate and alkali silica reaction.
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