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Published in: Journal of Materials Science 14/2013

01-07-2013

Structure of supercritically dried calcium silicate hydrates (C–S–H) and structural changes induced by weathering

Authors: Victor Morales-Florez, Nicolas de la Rosa-Fox

Published in: Journal of Materials Science | Issue 14/2013

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Abstract

The nanostructure of supercritically dried calcium silicate hydrates was researched. This particular drying procedure was used to avoid nanostructure modifications due to conventional drying processes. Thus, in this study, the as-precipitated cementitious C–S–H structure was obtained for the first time. A specific surface area 20 % larger than conventionally dried C–S–H was measured. Given the importance of this nanostructured phase for the properties of hydrated cements, especially when in contact with CO2-rich environments, the supercritically dried C–S–H was weathered for 2 weeks. The structural effects of this weathering process on the C–S–H were researched and calcium carbonate microcrystal precipitation or the presence of silica by-product are reported. Calcite and aragonite polymorphs were observed, as well as nanoporous silica forming globular arrangements. In addition, 2 weeks of weathering was not enough to carbonate the entire C–S–H sample.

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Footnotes
1
Cement notation: C:CaO; S:SiO2; H:H2O. The hyphenation shows variable composition.
 
2
In cement science, there are several classifications for the different types of C–S–H, namely, outer product (OP), and inner product (IP), C–S–H Type I and Type II, etc. In this study, we do not fall into a discussion on these classifications, but remark on the complexity of the nanostructure.
 
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Metadata
Title
Structure of supercritically dried calcium silicate hydrates (C–S–H) and structural changes induced by weathering
Authors
Victor Morales-Florez
Nicolas de la Rosa-Fox
Publication date
01-07-2013
Publisher
Springer US
Published in
Journal of Materials Science / Issue 14/2013
Print ISSN: 0022-2461
Electronic ISSN: 1573-4803
DOI
https://doi.org/10.1007/s10853-013-7289-6

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