Effects of fly ash on chloride migration in concrete and calculation of cover depth required against the corrosion of embedded steel reinforcement

Structural Concrete

Volumn 5, Issue 1, 2004, Pages 5-9

  Shafiq, Nasir ^a  

^a DEPARTMENT OF CHEMICAL ENGINEERING   (Malaysia)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE CONSTRUCTION; CORROSION; DIFFUSION; PORTLAND CEMENT;

CHLORIDE MIGRATION TESTS; ORDINARY PORTLAND CEMENTS (OPC); SEVERE CORROSION; STEEL REINFORCEMENT;

FLY ASH;

EID: 24644483679     PISSN: 14644177     EISSN: None     Source Type: Journal    
DOI: 10.1680/stco.2004.5.1.5     Document Type: Article

References (9)

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3. Page, C. L. and Treadway, K. W. J. Aspects of electrochemistry of steel in concrete. Nature, 1982, 297, 109-115.
4. Bamforth, P. B. Specification and design of concrete for the protection of reinforcement in chloride-contaminated environments. Proceedings of UK Corrosion and Eurocorr 94, UK, 1994.
5. Cabrera, J. G. Concrete porosity: measurement and characterization. Proceedings of the 18th Concrete Research Seminar, The Concrete Society, Leeds, UK, 1984.
6. Berke, N. S. and Hicks, M. C. The life cycle of reinforced concrete decks and marine piles using laboratory diffusion and corrosion data. Corrosion Forms and Control for Infrastructures, ASTM STP 1137, 1992, pp. 207-231.
7. Cabrera, J. G. and Lynsdale, C. J. Measurement of chloride permeability in superplasticised ordinary Portland cement and pozzolanic cement mortars. In Measurements and Testing in Civil Engineering, Lyon-Villeurbranne, 1988, pp. 279-290.
8. Whiting, D. Rapid measurement of chloride permeability of concrete. Public Roads, 1981, 45, No. 3, 101-112.
9. Castellote, M., Andrade, C. and Alonso, C. Measurement of the steady and non-steady state chloride diffusion coefficients in a migration test by means of monitoring the conductivity in anolyte chamber comparison with natural diffusion test. Cement and Concrete Research, 2001, 31, No. 10, 1411-1420.