Rate of pozzolanic reaction of metakaolin in high-performance cement pastes
By C. Poon, L. Lam, S. Kou, Y. Wong, R. Wong. 2001
457 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/08f2de427b2ac469fee6f366e06f7809d13f19f9
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In Civil and Structural Engineering
- Shazim Ali memon
- S. Kenai
- E. Kadri
- barzin mobasher
- S. Barbhuiya
- PengLoy Chow
- Rafat Siddique
- Gaurav Sant
In Materials Chemistry
- Shazim Ali memon
- E. Kadri
- barzin mobasher
- S. Barbhuiya
- PengLoy Chow
- S. Kenai
- Rafat Siddique
- G. de Schutter
Citations in the corpus
- Influence of calcined kaolin on mortar properties (2011, background): “The rapid start of the pozzolanic reaction in cement pastes with a lower replacement level can be attributed to the higher concentration of CH [18].”
- Influence of metakaolin on the properties of mortar and concrete: A review (2009, background): “The higher rate of pozzolanic reaction in cementpasteswith a lower replacement level canbeattributed to the higher concentration of CH (Poon et al., 2001).”
- Hydration and strength development in ternary portland cement blends containing limestone and fly ash or metakaolin (2013, background): “This is likely due to the early age pozzolanic reactions and CH consumption in metakaolin blended pastes, which are expected to be more reactive than fly ash or silica fume modified pastes [30].”
- Transport properties in metakaolin blended concrete (2010, background): “It typically contains 50– 55% SiO2 and 40–45% Al2O3 and is considered as a high reactivity natural pozzolan [4].”
- Influence of metakaolin and silica fume on the heat of hydration and compressive strength development of mortar (2011, background): “The higher rate of pozzolanic reaction in cement pastes with a lower replacement level can be attributed to the higher concentration of CH available for the pozzolan to react with (Poon et al., 2001).”