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  4. The effects of seeding C3S pastes with afwillite
 
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The effects of seeding C3S pastes with afwillite
File(s)
The effects of seeding C3S pastes with afwillite - accepted manuscript.pdf (6.04 MB)
Accepted version
Author(s)
Horgnies, M
Chen, J
Fei, L
Arroyo, R
Gartner, EM
Type
Journal Article
Abstract
The addition of 1–4% s/s (dry solids by mass of C3S) of afwillite (C3S2H3) seeds to C3S pastes made with two different commercial polyacrylate-based superplasticizers (SP) allows the pastes to be cast at low water/C3S mass ratios (w/c) and overcomes the hydration retardation produced by the SPs. SP-free C3S pastes seeded with afwillite at an initial w/c of 0.50 gave about 30% lower 28-day compressive strengths than the unseeded controls, due to higher porosities. However, at w/c = 0.35, with the addition of 0.4% s/s SP, the afwillite-seeded pastes gave similar or higher strengths than the unseeded controls at all ages tested. Hydration rate data obtained by chemical shrinkage measurements suggest that this is because the degrees of hydration of the C3S in the low w/c afwillite-seeded pastes made with added SP reach higher values than in the unseeded controls, compensating for the difference in density of the hydrates.
Date Issued
2016-08-30
Date Acceptance
2016-08-22
Citation
Cement and Concrete Research, 2016, 89, pp.145-157
URI
http://hdl.handle.net/10044/1/39598
DOI
https://www.dx.doi.org/10.1016/j.cemconres.2016.08.015
ISSN
0008-8846
Publisher
Elsevier
Start Page
145
End Page
157
Journal / Book Title
Cement and Concrete Research
Volume
89
Copyright Statement
© 2016 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
Science & Technology
Technology
Construction & Building Technology
Materials Science, Multidisciplinary
Materials Science
Hydration products (B)
Microstructure (B)
Shrinkage (C)
Ca3SiO5 (D)
Seeding
TRICALCIUM SILICATE PASTES
HYDRATED CALCIUM SILICATES
PORTLAND-CEMENT
MICROSTRUCTURE
200-DEGREES-C
TEMPERATURE
SHRINKAGE
PRESSURE
Building & Construction
0905 Civil Engineering
1202 Building
Publication Status
Published
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