Published

2011-05-01

The influence of the blast furnace slag replacement on chloride penetration in concrete

Influencia de la adición de escoria de alto horno en la penetración de los cloruros en el concreto los cloruros en el concreto

DOI:

https://doi.org/10.15446/ing.investig.v31n2.23463

Keywords:

concrete, diffusion, chloride migration, chloride (en)
concreto, difusión, migración eléctrica, cloruros. (es)

Authors

  • Juan Lizarazo Marriaga Universidad Nacional de Colombia
  • Peter Claisse Coventry University

Corrosion of steel reinforcement due to chloride penetration is the greatest cause of durability problems in concrete; intense international research has been carried out to understand and avoid this. This paper summarises the results of a theoretical and experimental research programme investigating the influence of blast furnace slag on chloride-related transport properties. The relationship between the apparent chloride diffusion coefficient, electrical resistivity and compressive strength was measured. Chloride, hydroxide, sodium and potassium's intrinsic diffusion coefficients were obtained by using a computational model and an electrical migration test. The initial hydroxide composition of the pore solution, porosity and chloride binding capacity were also determined from the model. The results showed that blast furnace slag improved chloride penetration resistance, resulting in concrete which was less vulnerable to corrosion.

Debido a que en estructuras de concreto hechas con cemento Portland la penetración del ion cloruro es la principal causa de deterioro por corrosión del refuerzo, el estudio y prevención de los mecanismos que generan corrosión en el concreto son fuentes de constante investigación. En el presente artículo se presentan los resultados de una investigación analítica y experimental sobre la influencia de la adición de la escoria de alto horno en las propiedades que gobiernan los fenómenos de transporte iónico del concreto, especialmente los del ion cloruro. Las relaciones entre los coeficientes de difusión con la resistividad eléctrica, la carga pasada y la resistencia a la compresión, fueron evaluadas para mezclas con diferentes porcentajes de reemplazo de escoria. De la misma forma, mediante un modelo computacional y un ensayo de migración eléctrica se obtuvieron los coeficientes intrínsecos de difusión, la porosidad, la capacidad de fijación de cloruros y la concentración química de la solución de poros. Los resultados obtenidos mostraron que la escoria aporta importantes beneficios en la penetración del ion cloruro, obteniéndose un concreto menos vulnerable a la corrosión.

References

Bertolini, L., Elsener, B., Pedeferri, P., Polder, R.B., Corrosion of Steel in Concrete: Prevention, Diagnosis and Repair., Wiley, First edition, London, 2004, pp.155-195.

Betancourt, J., Hooton, R.D., Study of the Joule effect on rapid chloride permeability values and evaluation of related electrical properties of concretes., Cement and Concrete Research, Vol. 34, 2004, pp. 1007-1015.

Claisse, P.A., Beresford T.W., Obtaining More from the Electrical Chloride Test., ACI - SP170-57, Vol. 170, 1997, pp. 1119-1132.

Claisse, P., Elsayad, H. Ganjian, E., Modelling the rapid chloride permeability test., Cement and Concrete Research, Vol. 40, 2010, pp. 405-409.

Crank, J., The Mathematics of Diffusion., Oxford University Press, Second Edition, Oxford, 1976, pp. 1-44.

Feldman, R., Prudencio, L.R., Chan, G., Rapid chloride permeability test on blended cement and other concretes: correlations between charge, initial current and conductivity., Construction and Building Materials, Vol.13, 1999, pp. 149-154.

Geiseler, J., Kollo, H., Lang. E., Influence of Blast Furnace Cements on Durability of Concrete Structures., Materials Journal – ACI, Vol. 92, 1992, pp. 252-257.

Lizarazo-Marriaga, J., Claisse, P., Effect of the non-linear membrane potential on the migration of ionic species in concrete., Elecrochemica Acta, Vol. 54, 2009a, pp. 2761-276.

Lizarazo-Marriaga, J., Claisse, P., Determination of the concrete chloride diffusion coefficient based on an electrochemical test and an optimization model., Materials Chemistry and Physics, Vol. 117, 2009b, pp. 536-543.

Lizarazo-Marriaga, J., Claisse P., Determination of the transport properties of a blended concrete from its electrical properties measured during a migration test., Magazine of Concrete Research, Vol. 62, 2010, pp. 163-175.

Luo, R., Cai, Y., Wang, C., Huang, X., Study of chloride binding and diffusion in GGBS concrete., Cement and Concrete Research, Vol. 33, 2003, pp. 1-7.

NTBUILD-492., Nordtest method: concrete, mortar and cement-based repair materials: chloride migration coefficient from non-steady-state migration experiments., Nordic Council Ministers, 1999.

Meck, E., Sirivivatnanon, V., Field indicator of chloride penetration depth., Cement and Concrete Research, Vol. 33, 2003, pp. 1113-1117.

Song, H., Saraswathy, V., Studies on the corrosion resistance of reinforced steel in concrete with ground granulated blast-furnace slag–An overview., Journal of Hazardous Materials, 2006, Vol. 138, pp. 226-233.

Wang, X., Lee, H., Modeling the hydration of concrete incorporating fly ash or slag., Cement and Concrete Research, 2010, Vol. 40, pp. 984-996.

Dimensions

PlumX

Article abstract page views

723

Downloads

Download data is not yet available.

How to Cite

Lizarazo Marriaga, J., & Claisse, P. (2011). The influence of the blast furnace slag replacement on chloride penetration in concrete. Ingeniería E Investigación, 31(2), 38-47. https://doi.org/10.15446/ing.investig.v31n2.23463

Most read articles by the same author(s)