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Impacting factors and properties of limestone calcined clay cements (LC3)
Author(s) -
Karen Scrivener,
François Avet,
Hamed Maraghechi,
Franco Zunino,
J Ston,
Wilasinee Hanpongpun,
Aurélie Favier
Publication year - 2018
Publication title -
green materials
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.351
H-Index - 13
eISSN - 2049-1239
pISSN - 2049-1220
DOI - 10.1680/jgrma.18.00029
Subject(s) - calcination , kaolinite , shrinkage , materials science , thermogravimetric analysis , rheology , cement , metakaolin , clay minerals , durability , chemical engineering , mineralogy , composite material , metallurgy , geology , chemistry , organic chemistry , catalysis , engineering
This paper details the main factors influencing the performance of limestone calcined clay cements (LC 3 ). The kaolinite content plays a major role in the rheological properties as well as strength development. Even in the presence of secondary phases, kaolinite can be accurately quantified by thermogravimetric analysis. The performance of LC 3 is slightly influenced by the calcination process of clay, but it can be optimized by using the correct calcination temperature and applying a specific mix design with adjusted sulfate and alkali content. The hydration reactions of LC 3 are fully characterized. They vary slightly from plain cement. There is no significant change in terms of phase assemblage. The main properties of LC 3 are also described. LC 3 blends show a lower creep compliance and a delay in shrinkage strains compared with plain cement. Concerning durability, LC 3 blends show outstanding performance with respect to resisting chloride ingress and expansion from the alkali–silica reaction.

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