Thermal stability of C-S-H phases and applicability of Richardson and Groves' and Richardson C-(A)-S-H(I) models to synthetic C-S-H
Synthetic C-S-H samples prepared with bulk C/S ratios from 0.75 to 1.5 were analyzed by coupled TG/DSC/FTIR and in-situ XRD while heating, in order to correlate observed weight loss curves with the kinetics of evolved gases, and to investigate the transformations C-S-H→β-wollastonite→α-wollastonite....
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Published in: | Cement and concrete research Vol. 93; pp. 45 - 56 |
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Main Authors: | , , , , |
Format: | Journal Article |
Language: | English |
Published: |
Elmsford
Elsevier Ltd
01-03-2017
Elsevier BV |
Subjects: | |
Online Access: | Get full text |
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Summary: | Synthetic C-S-H samples prepared with bulk C/S ratios from 0.75 to 1.5 were analyzed by coupled TG/DSC/FTIR and in-situ XRD while heating, in order to correlate observed weight loss curves with the kinetics of evolved gases, and to investigate the transformations C-S-H→β-wollastonite→α-wollastonite. The temperature of the transformation to β-wollastonite increased with increasing C/S. The temperature for the transformation from β- to α-wollastonite meanwhile decreased with increasing C/S; indicating that excess CaO stabilized the α-polymorph. The transformation C-S-H→β-wollastonite was accompanied by the formation of α′LC2S for C/S>1. In the case of C-S-H with C/S=1.5, both β-C2S and rankinite were formed and then decomposed before the transformation to β-wollastonite and α′LC2S. C-S-H with low C/S was found to be more stable upon heating. The chemical structural models of Richardson and Groves' and Richardson C-A-S-H(I) were used to obtain the structural-chemical formulae. |
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ISSN: | 0008-8846 1873-3948 |
DOI: | 10.1016/j.cemconres.2016.12.005 |