Metakaolin as a main cement constituent. Exploitation of poor Greek kaolins
By E. Badogiannis, G. Kakali, G. Dimopoulou, E. Chaniotakis, S. Tsivilis. 2005
171 citations recorded by the source corpus.
Subfields: Biomaterials, Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/42b87b75a4c07e597c23f45deea2bf0f8b51d3cf
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In Biomaterials
In Civil and Structural Engineering
In Materials Chemistry
Citations in the corpus
- Kaolinitic calcined clays: Factors affecting its performance as pozzolans (2012, background): “[23], the metakaolinite content is the main factor”
- Transport properties in metakaolin blended concrete (2010, methodology): “[13] reported retardation in a range of 0–95% in initial setting time as well as 14–64% for final setting time using 20% of different types of metakaolin.”
- Hydration and characteristics of metakaolin pozzolanic cement pastes (2018, background): “So, the increase of MK levels was not proportional to replacement level [23].”
- Influence of metakaolin and silica fume on the heat of hydration and compressive strength development of mortar (2011, background): “Badogiannis et al. (2005) reported the hydration rate of MK pastes.”