Performance of pfa concrete in a marine environment - 10-year results

Cement and Concrete Composites

Volumn 26, Issue 1, 2004, Pages 5-20

  Thomas, M D A ^a   Matthews, J D ^b  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

^b BUILDING RESEARCH ESTABLISHMENT   (United Kingdom)

Author keywords

Chloride diffusion; Chloride threshold; Concrete; Corrosion; Diffusion; Marine exposure; Pfa; Steel reinforcement

Indexed keywords

CHLORINE COMPOUNDS; CONCRETE REINFORCEMENTS; CORROSION; CURING; DIFFUSION; PORTLAND CEMENT; PULVERIZED FUEL; STEEL; STRENGTH OF MATERIALS;

STEEL REINFORCEMENT;

CONCRETES;

EID: 0242302708     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0958-9465(02)00117-8     Document Type: Article

References (22)

1. Thomas MDA, Matthews JD. The durability of pfa concrete. Building Research Establishment Report BR 216, 1994. CRC Ltd., 151 Rosebery Avenue, London, EC1R 4QX.
2. Thomas M.D.A., Matthews J.D., Haynes C.A. Chloride diffusion and reinforcement corrosion in marine exposed concrete containing pulverized-fuel ash. Page C.L., Treadaway K.W.J., Bamforth P.B. Corrosion of reinforcement in concrete. 1990;198-212 Elsevier Applied Science, London.
3. Thomas M.D.A. Marine performance of pfa concrete. Mag. Concrete Res. 43(156):1991;71-185.
4. Thomas M.D.A., Matthews J.D. Chloride penetration and reinforcement corrosion in marine-exposed fly ash concretes. Malhotra V.M. Third CANMET/ACI International Conference on Concrete in a Marine Environment ACI SP-164. 1996;317-338 American Concrete Institute, Detroit.
5. Bentz E.C., Evans C.M., Thomas M.D.A. Chloride diffusion modelling for marine exposed concrete. Page C.L., Bamforth P.B., Figg J.W. Corrosion of reinforcement in concrete construction. 1996;136-145 Royal Society of Chemistry, Cambridge.
6. Thomas M.D.A. Chloride thresholds in marine concrete. Cement Concrete Res. 26(4):1996;513-519.
7. British Standards Institution. Ordinary and rapid-hardening Portland cement. BSI, London, 1978, BS 12.
8. British Standards Institution. Pulverized-fuel ash. Part 1. Specification for pulverized-fuel ash for use as a cementitious component in structural concrete. BSI, London, 1982, BS 3892: Part 1.
9. Building Research Establishment Ltd. Design of normal concrete mixes. BRE Report BR 331, 1997. CRC Ltd., 151 Rosebery Avenue, London, EC1R 4QX.
10. Lea F.M. The chemistry of cement and concrete. 1970;Edward Arnold, London. p. 625.
11. Thomas M.D.A., Bleszynski R.F., Scott C.E. Sulphate attack in a marine environment. Marchand J., Skalny J. Materials science of concrete - sulfate attack mechanisms. 1999;American Ceramics Society, Westerville, Ohio, USA.
12. Thomas M.D.A., Matthews J.D. The permeability of flyash concrete. Mater. Struct. 25:1992;388-396.
13. Thomas M.D.A., Matthews J.D. Carbonation of fly ash concrete. Mag. Concrete Res. 44(160):1992;217-228.
14. Hobbs D.W., Matthews J.D. Minimum requirements for concrete to resist deterioration due to chloride-induced corrosion. Hobbs D.W. Minimum requirements for durable concrete. 1998;British Cement Association, Crowthorne, Berkshire.
15. Crank J. The mathematics of diffusion. 1975;Oxford University Press, Oxford.
16. Cady P.D., Weyers R. Chloride penetration and the deterioration of concrete bridge decks. Cement, Concrete Aggr. 5(2):1983;81-87.
17. Berke N., Hicks S. Predicting chloride profiles in concrete. Corrosion. 50(3):1994;234-239.
18. British Standards Institution. Concrete - Part 1: Specification, performance, production and conformity. BSI, London, 2000, BS EN 206-1.
19. British Standards Institution. Concrete. Part 1. Guide to specifying concrete. BSI, London, 1997, BS 5328: Part 1.
20. British Standards Institution. Structural use of concrete. Part 1. Code of practice for design and construction. BSI, London, 1997, BS 8110: Part 1.
21. British Standards Institution. Concrete - complementary British Standard to EN 206-1. BSI, London, 2002, BS 8500: Part 1.
22. British Standards Institution. Maritime structures - Part 1. Code of practice for general criteria. BSI, London, 2000, BS 6349: Part 1.