Performance of Supplementary Cementitious Materials in Concrete Resistivity and Corrosion Monitoring Evaluations

ACI Materials Journal

Volumn 101, Issue 5, 2004, Pages 385-390

  Smith, Kevin M ^a   Schokker, Andrea J ^b   Tikalsky, Paul J ^b  

^a Baldridge and Assoc Structured Eng   (United States)

^b PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

Corrosion; Durability; Fly ash; High performance concrete; Resistance; Slag

Indexed keywords

CEMENTITIOUS MATERIALS; CONCRETE RESISTIVITY; CORROSION MONITORING; HIGH PERFORMANCE CONCRETE;

BRIDGES; CEMENTS; CORROSION; DURABILITY; ERROR ANALYSIS; FLY ASH; SILICA; SLAGS;

CONCRETES;

EID: 7544245563     PISSN: 0889325X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (22)

1. Haussen, C. M., and Seabrook, P. T., "Applications of In-Situ Corrosion Monitoring in HPC Structures," http://www.usherb.ca/CENTRES/beton/bulletin/dec96/corr-en-html. Feb. 1997.
2. Pettersson, K., "Service Life of Concrete Structure Including the Propagation Time," Concrete Under Severe Conditions 2: Environment and Loading, V. 1, E&FN Spon, London, 1998, pp. 489-498.
3. Preece, C. M.; Amp, H.; and Frolund, T., "Electrochemical Behavior of Steel in Dense Silica-Cement Mortar," Fly Ash, Silica Fume, Slag & Other Mineral By-Products in Concrete, SP-79, V. II, V. M. Malhotra, ed., American Concrete Institute, Farmington Hills, Mich., 1983, pp. 785-796.
4. GJørv, O., and Vennesland, O., "Evaluation and Control of Steel Corrosion in Offshore Concrete Structures," Concrete Durability: Katherine and Bryant Mother International Conference, SP-100, V. 2, J. M. Scanlon, ed., American Concrete Institute, Farmington Hills, Mich., 1997, pp. 1575-1602.
5. Castellote, M.; Andrade, C.; and Alonso, M. C., "Standardization, to a Reference of 25°C, of Electrical Resistivity for Mortars and Concretes in Saturated or Isolated Conditions," ACI Materials Journal, V. 99, No. 2, Man-Apr. 2002, pp. 119-128.
6. Millard, S. G., "Reinforced Concrete Resistivity Measurement Techniques," Research and Theory, Part 2, Proceedings, Institution of Civil Engineers, V. 91, No. 2, Mar. 1991, pp. 71-88.
7. Millard, S. G.; Ghassemi, M. H.; and Bungey, J. H., "Assessing the Electrical Resistivity of Concrete Structures for Corrosion Durability Studies," Corrosion of Reinforcement in Concrete, SCI, Elsevier, London, 1990, pp. 303-313.
8. ASTM G 57-95a, "Standard Test Method for Field Measurement of Soil Resistivity Using the Wenner Four-Electrode Method," ASTM International, West Conshohocken, Pa., 5 pp.
9. Millard, S. G., and Gowers, K. R., "Resistivity Assessment of In-Situ Concrete: The Inflnence of Conductive and Resistive Surface Layers," Structures and Buildings, Proceedings of the Institution of Civil Engineers, V. 94, No. 4, Nov. 1992, pp. 389-396.
10. Millard, S. G.; Harrison, J. A.; and Edwards, A. J., "Measurement of the Electrical Resistivity of Reinforced Concrete Structures for the Assessment of Corrosion Risk," The British Journal of Non-Destructive Testing, V. 31, No. 11, Nov. 1989, pp. 617-621.
11. Hooton, R. D.; Thomas, M. D. A.; and Stanish, K., Prediction of Chloride Penetration in Concrete, Federal Highway Administration Publication, FHWA-RD-00-142, Oct. 2001.
12. Dhir, R. K.; Jones, M. R.; and Elghaly, A. E., "PFA Concrete: Exposure Temperature Effects on Chloride Diffusion," Cement and Concrete Research, V. 23, 1993, pp. 1105-1114.
13. Massazza, F., "Action of Environmental Conditions," Interfacial Transition Zone in Concrete, RILEM Report 11, E&FN Sport, London, 1996, pp. 132-149.
14. Broomfield, J. P., Corrosion of Steel in Concrete: Understanding, Investigation and Repair, E&FN Spon, London, 1997, 264 pp.
15. Gowers, K. R., and Millard, S. G., "The Effect of Steel Reinforcement Bars on the Measurement of Concrete Resistivity," The British Journal of Non-Destructive Testing, V. 33, No. 11, Nov. 1991, pp. 551-556.
16. Lopez, W., and Gonzalez, J. A., "Influence of the Degree of Pore Saturation on the Resistivity of Concrete and the Corrosion Rate of Steel Reinforcement," Cement and Concrete Research, V. 23, 1993, pp. 368-376.
17. Mehta, P. K., Concrete in the Marine Environment, Elsevier Applied Science, London, 1991, 224 pp.
18. Tuutti, K., Corrosion of Steel in Concrete, Swedish Cement and Concrete Research Institute, Stockholm, Sweden, 1982.
19. Borgard, B.; Warren, C.; Somayah, S.; Heiersbach, R.; and Crumpton, C. F., "Correlation Between Corrosion of Reinforcing Steel and Voids and Cracks in Concrete Structures," Concrete Bridge Design and Maintenance: Steel Corrosion in Concrete, 1211 Transportation Research Board Record, 1989, pp. 1-11.
20. Bryant, J. W.; Weyers, R. E.; and Sprinkel, M., "Non-Invasive Assessment of As-Built Bridge Deck Mixtures Constructed With Low Permeable Concrete," Structural Faults and Repair, 2001.
21. Bamforth, P. B., and Pocock, D. C., "Minimizing the Risk of Chloride Induced Corrosion by Selection of Concreting Materials," Corrosion of Reinforcement in Concrete, SCI, Elsevier, London, 1990, pp. 119-131.
22. Baweja, D.; Roper, H.; and Sirivivatnanon, V., "Corrosion of Steel in Marine Concrete: Long-Term Half-Cell Potential and Resistivity Data," Third CANMET/ACI International Conference: Performance of Concrete in Marine Environment, SP-163, V. M. Malholtra, ed., American Concrete Institute, Farmington Hills, Mich., 1996, pp. 89-110.