This paper reports data on the use of the prTS 12390-12 accelerated carbonation test (reference method) over the past two decades and shows that accelerated carbonation testing is a suitable technique for ranking concretes in their carbonation resistance. Testing at 5, 7 and 10 weeks provides the optimum solution that minimises the risk of incorrect ranking of different constituent materials. Analysis of data from previous studies also shows that the reference test conditions of a partial pressure of 4% carbon dioxide are a suitable level which allows sufficient carbonation to take place for accurate depth measurement while the preconditioning period of 28 days standard followed by 2 weeks drying in laboratory air did not disadvantage pozzolanic and similar type cements.
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August 2012
Research Article|
August 01 2012
Experience of using the prTS 12390-12 accelerated carbonation test to assess the relative performance of concrete
Thomas A. Harrison;
Thomas A. Harrison
Visiting Industrial Professor, University of Dundee, UK
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Martyn Roderick Jones;
Martyn Roderick Jones
Professor of Civil Engineering and Dean of the School of Engineering, Physics and Mathematics, University of Dundee, UK
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Moray David Newlands;
Moray David Newlands
Lecturer, Division of Civil Engineering, University of Dundee, UK
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Sivakumar Kandasami;
Sivakumar Kandasami
Independent Structural Consultant, Coimbatore, India
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Gaurav Khanna
Gaurav Khanna
Honorary Research Fellow, University of Dundee, UK
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Publisher: Emerald Publishing
Revision Received:
September 26 2011
Revision Requested:
December 01 2011
Accepted:
December 16 2011
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2012
Magazine of Concrete Research (2012) 64 (8): 737–747.
Article history
Revision Received:
September 26 2011
Revision Requested:
December 01 2011
Accepted:
December 16 2011
Citation
Harrison TA, Jones MR, Newlands MD, Kandasami S, Khanna G (2012), "Experience of using the prTS 12390-12 accelerated carbonation test to assess the relative performance of concrete". Magazine of Concrete Research, Vol. 64 No. 8 pp. 737–747, doi: https://doi.org/10.1680/macr.11.00162
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