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  4. A new model for the C-S-H phase formed during the hydration of Portland cements
 
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A new model for the C-S-H phase formed during the hydration of Portland cements
File(s)
Gartner, Maruyama and Chen CCR final submitted manuscript.pdf (1.41 MB)
Accepted version
Author(s)
Gartner, EM
Maruyama, I
Chen, JJ
Type
Journal Article
Abstract
A model is developed to explain why the C-S-H phase that grows during the hydration of Portland Cements initially requires a high water content, much of which is lost by gentle drying. It is proposed that the rapid growth of C-S-H during the hydration of alite (C3S) in Portland cements initially occurs by adsorption of fully hydrated aqueous calcium cations onto anhydrous anionic basal sheets of a silicate-deficient (dimeric) tobermorite-like composition. Both divalent (Ca2+) and univalent (CaOH+) solvated cations are incorporated to balance the negative charge of the basal sheet, leading to significant structural disorder, explaining the poorly-crystalline nature of the C-S-H formed. Some of the solvation water is lost irreversibly on first drying due to the formation of Si-O-Ca-O-Si bridges, explaining irreversible shrinkage. The initially-formed C-S-H is metastable relative to a form with longer silicate chains, towards which it may slowly evolve with separation of water and CH.
Date Issued
2017-04-06
Date Acceptance
2017-03-08
Citation
Cement and Concrete Research, 2017, 97, pp.95-106
URI
http://hdl.handle.net/10044/1/45521
DOI
https://www.dx.doi.org/10.1016/j.cemconres.2017.03.001
ISSN
1873-3948
Publisher
Elsevier
Start Page
95
End Page
106
Journal / Book Title
Cement and Concrete Research
Volume
97
Copyright Statement
© 2017 Elsevier Ltd. All rights reserved. This manuscript is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International http://creativecommons.org/licenses/by-nc-nd/4.0/
Subjects
Cement
hydration
C-S-H
drying shrinkage
physical properties
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