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   <dc:title>The effects of MgO, Na2O and SO3 on industrial clinkering process: phase composition, polymorphism, microstructure and hydration, using a multidisciplinary approach</dc:title>
   <dc:creator>Segata, Monica</dc:creator>
   <dc:creator>Marinoni, Nicoletta</dc:creator>
   <dc:creator>Galimberti, Matteo</dc:creator>
   <dc:creator>Marchi, Maurizio</dc:creator>
   <dc:creator>Cantaluppi, Marco</dc:creator>
   <dc:creator>Pavese, Alessandro</dc:creator>
   <dc:creator>Gómez-de-la-Torre, María de los  Ángeles</dc:creator>
   <dcterms:abstract>The present investigation deals with how minor elements (their oxides: MgO, Na2O and SO3) in industrial kiln&#xd;
feeds affect (i) chemical reactions upon clinkering, (ii) resulting phase composition and microstructure of&#xd;
clinker, (iii) hydration process during cement production.&#xd;
Our results show that all these points are remarkably sensitive to the combination and interference effects&#xd;
between the minor chemical species mentioned above.&#xd;
Upon clinkering, all the industrial raw meals here used exhibit the same formation temperature and amount&#xd;
of liquid phase. Minor elements are preferentially hosted by secondary phases, such as periclase. Conversely, the&#xd;
growth rate of the main clinker phases (alite and belite) is significantly affected by the nature and combination&#xd;
of minor oxides. MgO and Na2O give a very fast C3S formation rate at T > 1450 K, whereas Na2O and SO3 boost&#xd;
C2S&#xd;
After heating, if SO3 occurs in combination with MgO and/or Na2O, it does not inihibit the C3S crystallisation&#xd;
as expected. Rather, it promotes the stabilisation of M1-C3S, thus indirectly influencing the aluminate content,&#xd;
too. MgO increseases the C3S amount and promotes the stabilisation of M3-C3S, when it is in combination with&#xd;
Na2O. Na2O seems to be mainly hosted by calcium aluminate structure, but it does not induce the stabilisation of&#xd;
the orhtorhombic polymorph, as supposed to occur. Such features play a key role in predicting the physicalmechanical&#xd;
performance of a final cement (i.e. rate of hydration and hardening) when used as a bulding material.</dcterms:abstract>
   <dcterms:dateAccepted>2019-07-11T10:10:26Z</dcterms:dateAccepted>
   <dcterms:available>2019-07-11T10:10:26Z</dcterms:available>
   <dcterms:created>2019-07-11T10:10:26Z</dcterms:created>
   <dcterms:issued>2019-07-02</dcterms:issued>
   <dc:type>journal article</dc:type>
   <dc:identifier>https://hdl.handle.net/10630/18021</dc:identifier>
   <dc:identifier>10.1016/j.matchar.2019.109809</dc:identifier>
   <dc:language>spa</dc:language>
   <dc:rights>http://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
   <dc:rights>open access</dc:rights>
   <dc:rights>Attribution-NonCommercial-NoDerivatives 4.0 Internacional</dc:rights>
</qdc:qualifieddc>
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