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Sulphur content of recycled                                 17


           aggregates applied in concrete
           production


                                       1
                                                 2
                        1
           Carlos Thomas , Ana Cimentada , Jokin Rico and Jesu ´s Setie ´n 1
           1
            LADICIM (Laboratory of Materials Science and Engineering), University of Cantabria,
                                                                 2
           E.T.S. de Ingenieros de Caminos, Canales y Puertos, Santander, Spain, INGECID S.L.
           (Ingenierı ´a de la Construccio ´n, Investigacio ´n y Desarrollo de Proyectos), University of
           Cantabria. E.T.S. de Ingenieros de Caminos, Canales y Puertos, Santander, Spain



           17.1    Introduction


           Most authors in this field of study have focused on the research of aggregates
           obtained from construction and demolition wastes (CDW) and industrial concrete
           wastes. These wastes have, in some cases, uncertain agents and may even
           cause damage or degradation processes in the concrete mixes in which they are
           used.
              Normally, concrete structures or concrete mixes are not exposed to aggressive
           environments and therefore do not introduce hazardous agents in the recycled con-
           crete (RC) (Debieb et al., 2010). This is the case of recycled aggregates (RAs)
           obtained by crushing clean concrete structures, tested specimens or concrete precast
           from unused components from industrial activities and clean civil engineering
           structures.
              The presence of sulphur in RA can have adverse effects on the properties of
           fresh concrete (Je ´ze ´quel and Collin, 2007). A loss of mechanical properties of
           the concrete due to the low tenacity of the sulphur is detected (Schuman, 2008).
           The addition of other materials with low mechanical properties and low bonding
           with the cement paste (Tung-Chai, 2011; Cheng et al., 2011; Xu et al., 2012; Lo
           et al., 2007; Miled et al., 2004) and the lower melting temperature of sulphur
           (Palache and Berman, 1996; Grugel and Toutanji, 2008; Vlahovic et al., 2011)
           suggest that sulphur presents good features in environments subjected to
           acids and salts but cannot be used in an environment that exceeds 120 C

           (Thomas et al., 2013). Sulphur in cement paste, an alkaline matrix, is a
           stable material (Lin et al., 1996). Therefore, the use of sulphur from capping
           does not entail an environmental problem regarding the generation of sulphates,
           sulphites or acids.
              In 2007, the number of control specimens tested in Spain exceeded five million
           (Can ˜adas, 2010). This constitutes a mass of waste of 1.5 kg/person. The good

           New Trends in Eco-efficient and Recycled Concrete. DOI: https://doi.org/10.1016/B978-0-08-102480-5.00017-8
           © 2019 Elsevier Ltd. All rights reserved.
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