This paper examines the influence of combinations of lead, zinc and copper on the hydration of cement and the extent to which these metal ions are able to penetrate the surface of a cement paste in contact with solutions containing them. The overall aim of these experiments was to establish the likely outcome of placing fresh concrete in contact with soil contaminated with these metals. Isothermal conduction calorimetry was used to examine the manner in which combinations of lead, zinc and copper in solution affect the kinetics of cement hydration. Zinc and lead ions have the effect of retarding cement hydration. The influence of copper on hydration is much more complex. Penetration of metal ions into fresh cement pastes is generally dependent on the total mass of metal ions in solution. At depths greater than 7 mm from the cement paste surface it was found that metal concentrations remained very low. The results of geochemical modelling support the Authors' proposed mechanism of large-scale precipitation of metals at the surface layer which severely limits further penetration.
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February 2009
Research Article|
February 01 2009
Exposure of Portland cement to multiple trace metal loadings
T. Dyer;
T. Dyer
*
University of Dundee; Building Research Establishment
* Concrete Technology Unit, Division of Civil Engineering, University of Dundee, UK
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R. Jones;
R. Jones
*
University of Dundee; Building Research Establishment
* Concrete Technology Unit, Division of Civil Engineering, University of Dundee, UK
Search for other works by this author on:
* Concrete Technology Unit, Division of Civil Engineering, University of Dundee, UK
† Building Research Establishment, East Kilbride, Glasgow, UK
(MACR D-07-00112). Paper received 21 December 2007; last revised 23 March 2008; accepted 6 June 2008
Publisher: Emerald Publishing
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2009 Thomas Telford Ltd
2009
Magazine of Concrete Research (2009) 61 (1): 57–65.
Citation
Dyer T, Jones R, Garvin S (2009), "Exposure of Portland cement to multiple trace metal loadings". Magazine of Concrete Research, Vol. 61 No. 1 pp. 57–65, doi: https://doi.org/10.1680/macr.2007.00112
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