An extensive chloride-profiling programme was undertaken over an eight-year period on nine concrete pier-stems placed at a marine location to represent XS1, XS2 and XS3 environmental exposure conditions as defined in European Standard EN 206-1. The pier-stems were 2·0 m high and octagonal in plan with each vertical face 0·66 m wide and were constructed in groups of three (one each placed at the locations defined above): one group, which was used as a benchmark, represented plain Portland cement concrete; the second group had a waterproofing agent (Caltite) added at the time of mixing; and the third was treated with silane. Chloride concentration profiles were taken at a number of locations on each pier-stem, which were subsequently used to evaluate the temporal change in effective diffusion coefficient and surface chloride concentration for the different exposure conditions. In addition, it allowed assessment of the relative performance of the plain concrete, Caltite concrete and silaned concrete pier-stems with regard to chloride ingress.
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May 2008
Research Article|
May 01 2008
Performance of concrete in XS1, XS2 and XS3 environments Available to Purchase
W. J. McCarter;
W. J. McCarter
School of the Built Environment, Heriot-Watt University
Edinburgh, EH14 4AS, Scotland, UK
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B. T. Linfoot;
B. T. Linfoot
School of the Built Environment, Heriot-Watt University
Edinburgh, EH14 4AS, Scotland, UK
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T. M. Chrisp;
T. M. Chrisp
School of the Built Environment, Heriot-Watt University
Edinburgh, EH14 4AS, Scotland, UK
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G. Starrs
G. Starrs
School of the Built Environment, Heriot-Watt University
Edinburgh, EH14 4AS, Scotland, UK
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Publisher: Emerald Publishing
Received:
July 02 2007
Revision Received:
December 03 2007
Accepted:
January 02 2008
Online ISSN: 1751-763X
Print ISSN: 0024-9831
© 2008 Thomas Telford Ltd
2008
Magazine of Concrete Research (2008) 60 (4): 261–270.
Article history
Received:
July 02 2007
Revision Received:
December 03 2007
Accepted:
January 02 2008
Citation
McCarter WJ, Linfoot BT, Chrisp TM, Starrs G (2008), "Performance of concrete in XS1, XS2 and XS3 environments". Magazine of Concrete Research, Vol. 60 No. 4 pp. 261–270, doi: https://doi.org/10.1680/macr.2008.60.4.261
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