Durability of mortars modified with metakaolin

By L. Courard, A. Darimont, Marleen Schouterden, Fabrice Ferauche, Xavier Willem, R. Degeimbre. 2003

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Stepwise regression modeling for compressive strength assessment of mortar containing metakaolin (2018, methodology): “Database and model variables A reliable database was obtained from the literature to develop the models [3,5,8].”
Influence of metakaolin and silica fume on the heat of hydration and compressive strength development of mortar (2011, background): “The incorporation of MK increases the sulphate resistance of mortar [Khatib andWild, 1998], the penetration resistance of chloride ions [Courard et al., 2003] and reduces thewater penetration into concrete by capillary action [Khatib and Clay, 2004].”
Influence of metakaolin on the properties of mortar and concrete: A review (2009, background): “Courard et al. (2003) indicated that water absorption of concrete mixtures increased with the increase inMK content at 28 days and14months (Table 8).”
Effect of Silica Fume and Metakaolin combination on concrete (2012, background): “It is a highly efficient pozzolana and reacts rapidly with the excess calcium hydroxide resulting from OPC hydration, via a pozzolanic reaction, to produce calcium silicate hydrates and calcium aluminosilicate hydrates (Luc Courard et al. 2003).”
Transport properties in metakaolin blended concrete (2010, background): “[20] showed a reduction by 20% for water absorption was also reported for 15% metakaolin (9.”