Skip to main content
Log in

A new method forin-situ measurement of electrical resistivity of reinforced concrete

  • Scientific Reports
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

A new method is described for thein-situ measurement of electrical resistivity of concrete structures. The method is based on the early work of J. Newman who calculated the electrolyte resistivity between a disk and a counter electrode located at infinity. This method has the advantage compared with Wenner's of using a single small electrode for the measurements. In this paper, results are presented comparing this method with Wenner's and with results carried out using a conductivity cell in electrolytes. Finally, values of resistivity are compared to corrosion intensity, and a threshold for active corrosion is suggested.

Résumé

On décrit une nouvelle méthode de mesure de la résistivité électrique du béton dont la technique est basée sur un travail ancien de J. Newman qui avait calculé la résistivité entre un disque et une électrode auxiliaire placée à l'infini. Comparée à la méthode de Wenner, cette méthode présente l'avantage de n'utiliser, pour les mesures, qu'une petite électrode. Dans cet article, on présente les résultats de la comparaison établie avec la méthode de Wenner et avec les résultats obtenus avec une cellule de conductivité placée dans les électrolytes. Enfin, on compare les valeurs de la résistivité du béton avec celles de l'intensité de la corrosion et on suggère un seuil de corrosion active.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Astbury, N.F., ‘A model for connected porosity in ceramic bodies’ Transactions of British Ceramic Ass.

  2. Hammond, E. and Robson, T.D., ‘Comparison of electrical properties of various cement and concretes’, The Engineer, June 21, 199, (1955) 78–80.

    Google Scholar 

  3. Moufore, G.E., ‘The electrical resistivity of concrete’,Journal of PCA, (May 1968) 35–48.

  4. Calleja, J., ‘New techniques in the study of setting and hardening hydraulic mortars’,Journal ACI,23 (1952) 525.

    Google Scholar 

  5. McCarter, W.J. and Barclay, S., ‘A comparison of two methods for resistivity measurements on repair mortar for cathodic protection systems’,Cement & Concrete Research,23 (1993) 1178–1184.

    Article  Google Scholar 

  6. Lay, P., Lawrence, P.F., Wilkins, N.J.M. and Willians, D.W., ‘An A.C. impedance study of steel in concrete’,J. Appl. Electrochem.,15 (1985) 755–766.

    Article  Google Scholar 

  7. Hope, B.B., Page, J.A. and Ip, A.K., ‘Corrosion rates of steel in concrete’,Cement and Concrete Res.,16 (1986) 771–781.

    Article  Google Scholar 

  8. Goñi, S., Alonso, C., and Andrade, C., ‘Relationship between resistivity, porosity and corrosion rate of rebars in concrete’,in Corrosion Deterioration in Buildings Conference, Paris, (Nov. 1990). Published by the CSTB.

  9. Alonso, C., Andrade, C. and González, J.A., ‘Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types’,Cement and Concrete Research,18 (1988) 687–698.

    Article  Google Scholar 

  10. López, W. and González, 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,23 (1993) 368–376.

    Article  Google Scholar 

  11. Andrade, C., Alonso, C. and Goñi, S., ‘Possibilities of electrical resistivity to universally characterize mass transport processes in concrete’, in Concrete 2000 ‘Economic and Durable Construction through Excellence” Dundee. U.K., R. Dhir Ed., (Sep. 1993).

  12. Spellman, D.L. and Stratfull, R.F., ‘Concrete variables and corrosion testing’, Highway Res. Record, 423 (1973) 27–45.

    Google Scholar 

  13. Lanford, P. and Broomfield, J., ‘Monitoring the corrosion of reinforcing steel’, Construction Repair, (May 1987) 32–36.

  14. Browne, R.D., Geoghegan, M.P. and Bakker, A.F., ‘Analysis of structural condition from durability results’in Corrosion of Reinforcement in Concrete Construction, A.P. Crane Ed., SCI, London (1983) 192–222.

    Google Scholar 

  15. Millard, S.G. and Gowers, K.R., ‘Resistivity assessment ofin-situ concrete: the influence of conductive and resistive layers’, Proc. Instit. Civil Engin. Struct. & Buildings 94, (1992) 389–396.

    Google Scholar 

  16. Millard, S.G., Harrison, J.A. and Edwards, A.J., ‘Measurement of electrical resistivity of reinforced concrete structures for the assessment of corrosion risk’,British Journal of DNT,31 (1989) 617–621.

    Google Scholar 

  17. Naish, C.C., Harker, A., Harker, R.F.A. and Carney, R.F.A., ‘Concrete inspection: interpretation of potential and resistivity measurements’, Corrosion of Reinforcement in Concrete, Ed. C.L. Page, K.W.J. Treadaway and P.B. Bamforth, SCI, London (1990) 314–332.

    Google Scholar 

  18. Wenner, F., ‘A method for measuring earth resistivity’,Bureau of Standards' J.,12 (1915) 469–478.

    Google Scholar 

  19. ASTM 657-84, ‘Standard Method for Field Measurement of Soil Resistivity using the Wenner Four-Electrode Method’.

  20. Newman, J., ‘Resistance for Flow of current to a disk’,J. Electrochem. Soc., 107, (1966) 501–502.

    Google Scholar 

  21. Nisancioglu, K., ‘An analysis of resistance formulas for sacrificial anodes’,Materials Performance,23 12 (1984) 36–44.

    Google Scholar 

  22. Baeckmann, W.V. and Schwenk, W., ‘Handbuch des Kathodischen Korrosionsschutzes’, Verlag Chemie GmbH, Weinhein (1971).

    Google Scholar 

  23. Newman, J., ‘Ohmic potential measured by interrupter techniques’,J. Electrochem. Soc., 117 (1970) 507–508.

    Google Scholar 

  24. GECOR 06 ‘Corrosion Rate Meter for Steel in Concrete’ Instructions Manual-Manufactured in Spain by Geocisa.

  25. Rodriguez, J., Ortega, L.M., García, A.M., Johansson, L. and Petterson, K., ‘On-site corrosion relate measurements in concrete structures using a device developed under the Eureka Project EU-401’, Concrete Accross Borders Int. Conference, Odense, Denmark, (June 1994) 215–226.

Download references

Author information

Authors and Affiliations

Authors

Additional information

Editorial note Camen Andrade and Maria-Cruz Alonso are working at the Instituto Eduardo de Torroja which is a RILEM Titular Member. Dr. Andrade, who was the 1986 RILEM Medallist, have had all these years great responsibilities within RILEM. Chairlady of the Advisory Technical Committee until 1993, she is now a member of the Coordinating Committee. She is active in 116-PCD Technical Committee on Permeability of Concrete as a Criterion of its Durability and has been appointed chairdlady of 154-EMC Technical Committee on Electrochemical Techniques for Measuring Metallic Corrosion. Carmen Andrade has been appointed RILEM Fellow in 1995.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Feliu, S., Andrade, C., González, J.A. et al. A new method forin-situ measurement of electrical resistivity of reinforced concrete. Mat. Struct. 29, 362–365 (1996). https://doi.org/10.1007/BF02486344

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02486344

Keywords

Navigation