Pore size distribution and degree of hydration of metakaolin–cement pastes

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Influence of metakaolin and silica fume on the heat of hydration and compressive strength development of mortar (2011, background): “Frías and Cabrera (2000) determined the degree of hydration of MK and cement pastes.”
Enhancing microstructure and durability of concrete from ground granulated blast furnace slag and metakaolin as cement replacement materials (2013, background): “As one of the important characters of concrete materials, pore structure possesses a definite proportion in concrete and it has important implications on transmission characteristics [1,2].”
Chloride resistance of concrete with metakaolin addition and seawater mixing: A comparative study (2015, background): “By addition of MK, the compressive strength of concrete was improved, the porosity and permeability reduced and the pore structures was refined [8,16–21], due to the filler effect, acceleration of hydration and pozzolanic reaction of MK with calcium hydroxide formed during the cement hydration [22–2”
Thermal treatment of kaolin clay to obtain metakaolin (2010, methodology): “Pozzolanic activity may be determined by direct [13-15] and indirect methods [16].”