Resistivity thresholds to evaluate durability of concrete with waterproofing agents and different water/cement ratios

  • Alberto Guzmán CeReDeTeC, Facultad Regional Mendoza, Universidad Tecnológica Nacional
Keywords: durability; corrosion; Wenner probe; electrical resistivity.

Abstract

In the present work it is evaluated how the variation of the water/cement ratio influences the electrical resistivity of the concrete; the type of cement selected (CPP and CPF); and the incorporation of a water repellent. Cylindrical specimens were made on which the resistivity was evaluated using the Wenner probe method. Comparing the results obtained with the threshold values indicated in the literature, it is possible to understand the importance of this degradation mechanism that implies limiting the maximum w/c ratio to 0.45. On the other hand, the CPP cement turned out to be the one with the best performance, giving rise to higher resistivity results, while the incorporation of the water repellent had a null or counterproductive effect on said parameter.

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References

Andrade, C., & D’andrea, R. (2011), La resistividad eléctrica como parámetro de control del hormigón y de su durabilidad. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción, 1(2), 93-101. https://www.redalyc.org/articulo.oa?id=427639585001 DOI: https://doi.org/10.21041/ra.v1i2.8

Andrade, C. (2018), Design and evaluation of service life through concrete electrical resistivity. Revista ALCONPAT, 8(3), 264-279. https://doi.org/10.21041/ra.v8i3.349 DOI: https://doi.org/10.21041/ra.v8i3.349

Associação Brasileira de Normas Técnicas. (1985). NBR 9204: Concreto endurecido - Determinacao da resistividade eletrica-volumetrica. Rio de Janeiro, Brazil.

Asociación Española de Normalización. (2008). UNE 83988-2: Durabilidad del hormigón. Métodos de ensayo. Determinación de la resistividad eléctrica. Parte 2: Método de las cuatro puntas. Madrid, España.

Broomfield, J., & Millard, S. (2002), Measuring concrete resistivity to assess corrosion rates. Concrete, 36(2).

Canin+ (2012), “Operating instructions, corrosion analyzing instrumentâ€, PROCEQ, Suiz

Cavalier, P. G., Vassie, P. R., & TRRL. (1981), Investigation and repair of reinforcement corrosion in a bridge deck. Proceedings of the Institution of Civil Engineers, 70(3), 461-480. https://doi.org/10.1680/iicep.1981.1784 DOI: https://doi.org/10.1680/iicep.1981.1784

Dal Molin D. (1988), “Fissuras en estructuras de concreto armado: Análisis das manisfetacoes típicas e levantamento de casos ocorridos no Estado do Rio Grande do Sulâ€, Universidad Federal de Rio Grande do Sul, Porto Alegre, Brasil.

D'Andrea, R. (2010), “Predicción de la durabilidad del hormigón armado a partir de indicadores de corrosión: aplicación de la resistividad eléctricaâ€, Doctoral Thesis, Caminos. https://doi.org/10.20868/UPM.thesis.3704. DOI: https://doi.org/10.20868/UPM.thesis.3704

Di Maio A., Sota J., Traversa L. (1999), “Patología de estructuras de hormigón. Análisis de algunos casos más relevantes ocurridos en la Argentina en los últimos añosâ€, III Congreso Iberoamericano de Patología de la Construcción y V Congreso Iberoamericano de Control de Calidad, La Habana, Cuba.

DURAR (2008), “Manual de inspección, evaluación y diagnóstico de corrosión de estructuras de hormigón armadoâ€, CYTED, Córdoba, Argentina.

Hope, B. B., Ip, A. K., & Manning, D. G. (1985), Corrosion and electrical impedance in concrete. Cement and concrete research, 15(3), 525-534. https://doi.org/10.1016/0008-8846(85)90127-9 DOI: https://doi.org/10.1016/0008-8846(85)90127-9

Hornbostel, K., Larsen, C. K., & Geiker, M. R. (2013), Relationship between concrete resistivity and corrosion rate–A literature review. Cement and concrete composites, 39, 60-72. https://doi.org/10.1016/j.cemconcomp.2013.03.019 DOI: https://doi.org/10.1016/j.cemconcomp.2013.03.019

Instituto Argentino de Normalización y Certificación. (2004). IRAM 1534: Hormigón. Preparación y curado de probetas en laboratorio para ensayos de compresión y de tracción por compresión diametral. Buenos Aires, Argentina, IRAM.

Instituto Argentino de Normalización y Certificación. (2000). IRAM 50000: Cemento para uso general. Buenos Aires, Argentina, IRAM

Irassar, E. (2001), “Durabilidad del hormigón estructuralâ€, XIV Reunión Técnica de la Asociación Argentina de Tecnología del Hormigón y Seminario de Durabilidad del Hormigón Estructural, Olavarría, Buenos Aires, Argentina.

Koch, G. H., Brongers, M. P., Thompson, N. G., Virmani, Y. P., & Payer, J. H. (2002), Corrosion cost and preventive strategies in the United States (No. FHWA-RD-01-156, R315-01). United States. Federal Highway Administration. https://rosap.ntl.bts.gov/view/dot/40697/dot_40697_DS1.pdf

Medeiros-Junior, R. A., & Lima, M. G. (2016), Electrical resistivity of unsaturated concrete using different types of cement. Construction and Building Materials, 107, 11-16. https://doi.org/10.1016/j.conbuildmat.2015.12.168 DOI: https://doi.org/10.1016/j.conbuildmat.2015.12.168

Morris W., Moreno E., Sagüés A. (1996), Practical evaluation of resistivity of concrete in test cylinders using a Wenner array probe, Cement and Concrete Research, 26, 1179-1787. https://doi.org/10.1016/S0008-8846(96)00175-5 DOI: https://doi.org/10.1016/S0008-8846(96)00175-5

Polder R., Andrade C., Elsener B., Vennesland O., Gulikers J., Weider, R., Raupach M. (2000), Test methods for on-site measurement of resistivity of concrete, RILEM TC 154-EMC: Electrochemical techniques for measuring metallic corrosion, Materials and Structure, Vol 33, 603-611. https://doi.org/10.1016/S0950-0618(00)00061-1 DOI: https://doi.org/10.1007/BF02480599

Reglamento Argentino de Estructuras de Hormigón (2005). CIRSOC 201. INTI-CIRSOC.

RILEM TC-154-EMC. (2000), Electrochemical techniques for measuring corrosion in concrete, Materials and Structures, Vol. 33, 603-611. https://www.rilem.net/groupe/154-emc-electrochemical-techniques-for-measuring-metallic-corrosion-in-concrete-154

Smith, K. M., Schokker, A. J., & Tikalsky, P. J. (2004), Performance of supplementary cementitious materials in concrete resistivity and corrosion monitoring evaluations. Materials Journal, 101(5), 385-390. https://doi.org/10.14359/13424 DOI: https://doi.org/10.14359/13424

Van Noort, R., Hunger, M., & Spiesz, P. (2016), Long-term chloride migration coefficient in slag cement-based concrete and resistivity as an alternative test method. Construction and Building Materials, 115, 746-759. https://doi.org/10.1016/j.conbuildmat.2016.04.054 DOI: https://doi.org/10.1016/j.conbuildmat.2016.04.054

Wallbank, E. J. (1989). The performance of concrete in bridges. A survey of 200 highway bridges. https://worldcat.org/es/title/59085774

Published
2023-09-01
How to Cite
Guzmán, A. (2023). Resistivity thresholds to evaluate durability of concrete with waterproofing agents and different water/cement ratios. Revista ALCONPAT, 13(3), 286 - 298. https://doi.org/10.21041/ra.v13i3.699