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Advances in Concrete Construction   Volume 1, Number 1, March 2013, pages 65-84
DOI: http://dx.doi.org/10.12989/acc.2013.1.1.065
 
Electrical resistivity and capillarity of self-compacting concrete with incorporation of fly ash and limestone filler
Pedro Silva and Jorge de Brito

 
Abstract     [Full Text]
    Electrical resistivity is a property associated with both the physical and chemical characteristics of concrete. It allows the evaluation of the greater or lesser difficulty with which aggressive substances penetrate the concrete
 
Key Words
    additions; capillarity water absorption; compressive strength; durability; electrical resistivity; self-compacting concrete
 
Address
Pedro Silva: Instituto Superior de Engenharia de Lisboa/Polytechnic Institute of Lisbon, Portugal; Jorge de Brito: Instituto Superior Tecnico/ICIST, Technical University of Lisbon, Portugal
 
References
    -acc0101004-
  1. Assié, S. (2004), Durabilité des bétons autoplaçants, Toulouse, France, L’Institut National des Sciences Appliquées de Toulouse, Thèse de doctorat.
  2. Assié, S., Escadeillas, G. and Waller, V. (2007), Estimates of self-compacting concrete ‘potential’ durability, Constr. Build. Mater., 21(10), 1909-1917.
  3. Boel, V., Audenaert, K. and Schutter, G. (2002), Pore structure of self-compacting concrete, In First North American Conference on the Design and Use of Self-Consolidating Concrete, edited by Surendra Shah, Joseph Daczko, and James Lingscheit, Addison, Illinois, Hanley-Wood, 15-20.
  4. Boel, V., Audenaert, K., Schutter, G., Heirman, G., Vandewalle, L., Desmet, B. and Vantomme, J. (2007), "Transport properties of self-compacting concrete with limestone filler or fly ash", Mater. Struct., 40(5), 507-516.
  5. Cyr, M., Lawrence, P. and Ringot, E. (2006), "Efficiency of mineral admixtures in mortars: Quantification of the physical and chemical effects of fine admixtures in relation with compressive strength", Cement Concrete Res., 36(2), 264-277.
  6. Dinakar, P., Babu, K.G. and Santhanam, M. (2008), "Durability properties of high volume fly ash self-compacting concretes", Cement Concrete Comp., 30(10), 880-886.
  7. DURAR (2000), Thematic network XV.B durability of rebars, Manual for inspecting, evaluating and diagnosing corrosion in reinforced concrete structures, CYTED, Ibero-American Program Science and Technology for Development, Subprogram XV, Corrosion/Environmental Impact on Materials, ISBN:980-296-541-3, 204.
  8. EPG (2005), "European project group, BIBM, CEMBUREAU, ERMCO, EFCA EFNARC, The European Guidelines for Self Compacting Concrete, Specification, Production and Use, 63.
  9. Esmaeilpoursaee, A. (2007), An analysis of the factors influencing electrochemical measurements of the condition of reinforcing steel in concrete structures, Ontario, Canada, University of Waterloo, 269.
  10. Gesoğlu, M., Güneyisi, E. and Özbay, E. (2009), "Properties of self-compacting concretes made with binary, ternary, and quaternary cementitious blends of fly ash, blast furnace slag, and silica fume", Constr. Build. Mater., 23(5), 1847-1854.
  11. Hassan, A.A., Hossain, K.M. and Lachemi, M. (2009), "Corrosion resistance of self-consolidating concrete in full-scale reinforced beams", Cement Concrete Comp., 31(1), 29-38.
  12. Isaia, G.C., Furquim, P. and Gastaldini, A.L. (2012), "A statistical approach of binary and ternary concrete mixtures with mineral additions", Constr. Build. Mater., 36, 597-603.
  13. JSCE (1998), Recommendation for construction of self-compacting concrete, Proceedings of the International Workshop on Self-compacting Concrete, Kochi, Japan, 417-437.
  14. Khatib, J.M. (2008), "Performance of self-compacting concrete containing fly ash", Constr. Build. Mater., 22(9), 1963-1971.
  15. Khokhar, M.I., Roziere, E., Turcry, P., Grondin, F. and Loukili, A. (2010), "Mix design of concrete with high content of mineral additions: Optimisation to improve early age strength", Cement Concrete Comp., 32(5), 377-385.
  16. Liu, M. (2010), "Self-compacting concrete with different levels of pulverized fuel ash", Constr. Build. Mater., 24(7), 1245-1252.
  17. LNEC E 393 (1993), Determination of the absorption of water through capillarity, National Laboratory for Civil Engineering, Lisbon, Portugal, 15. (In Portuguese)
  18. LNEC E 464 (2007), Concrete, Prescriptive methodology for a design working life of 50 and of 100 years under the environmental exposure, National Laboratory for Civil Engineering, Lisbon, Portugal, 15. (In Portuguese)
  19. LNEC E 466 (2005), Limestone fillers for hydraulic binders, National Laboratory for Civil Engineering, Lisbon, Portugal, National Laboratory for Civil Engineering, 2. (In Portuguese)
  20. Lübeck, A. (2008), Electrical properties of concrete with white Portland cement and blast-furnace slag, Santa Maria, Brazil, Federal University of Santa Maria, 142, Master’s Dissertation. (In Portuguese)
  21. Lübeck, A., Gastaldini, A.L., Barin, D.S. and Siqueira, H.C. (2012), "Compressive strength and electrical properties of concrete with white Portland cement and blast-furnace slag", Cement Concrete Comp., 34(3), 392-399.
  22. Luping, T. (2005), Guidelines for practical use of methods for testing the resistance of concrete to chloride ingress, EU-Project CHLORTEST (EU funded research Project under 5FP GROWTH programme), SP Swedish National, Testing and Research Institute, Boras, Sweden, 271.
  23. Mehta, P.K. and Monteiro, P.J.M. (2005), Concrete microstruture, properties and materials, McGraw-Hill, USA, ISBN: 0071462899, 684.
  24. Mňahončákováa, E., Pavlíkováa, M., Grzeszczykb, S., Kovác, P.R. and Černý, R. (2008), "Hydric, thermal and mechanical properties of self-compacting concrete containing different fillers", Constr. Build. Mater., 22(7), 1594-1600.
  25. Mounanga, P., Khokhar, M.I.A., Hachem, R. and Loukili A. (2011), "Improvement of the early-age reactivity of fly ash and blast furnace slag cementitious systems using limestone filler", Mater. Struct., 44(2), 437-453.
  26. Nagi, M. (2004), Resistivity of concrete: State of the Art, Conference CORROSION 2004, New Orleans, La, NACE International, 37.
  27. Nepomuceno, M. (2005), Methodology for self-compacting concretes design, Covilhã, Portugal, Beira Interior University, 734. (In Portuguese)
  28. Neville, A.M. (1995), Properties of concrete, fourth edition, Pearson, England, ISBN: 978-0-582-23070-5, 844.
  29. Newlands, M.D., Jones, M.R., Kandasami, S. and Harrison, T.A. (2008), "Sensitivity of electrode contact solutions and contact pressure in assessing electrical resistivity of concrete", Mater. Struct., 41(4), 621-632.
  30. NP EN 1008 (2003), Mixing water for concrete, specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete, Lisbon, Portugal, IPQ, 22. (In Portuguese)
  31. NP EN 12350-10 (2010), Testing fresh concrete, Part 10: Self-compacting concrete, L-box test, Lisbon, Portugal, IPQ, 12. (In Portuguese)
  32. NP EN 12350-11 (2010), Testing fresh concrete, Part 11: Self-compacting concrete, Sieve segregation test, Lisbon, Portugal, IPQ, 12. (In Portuguese)
  33. NP EN 12350-12 (2010), Testing fresh concrete, Part 12: Self-compacting concrete, J-ring test, Lisbon, Portugal, IPQ, 14. (In Portuguese)
  34. NP EN 12350-8 (2010), Testing fresh concrete, Part 8: Self-compacting concrete, Slump-flow test, Lisbon, Portugal, IPQ, 12. (In Portuguese)
  35. NP EN 12350-9 (2010), Testing fresh concrete, Part 9: Self-compacting concrete, V-funnel test, Lisbon, Portugal, IPQ, 11. (In Portuguese)
  36. NP EN 12390-3 (2011) Ed. 3, Testing hardened concrete, Part 3: Compressive strength of test specimens, Lisbon, Portugal, IPQ, 21. (In Portuguese)
  37. NP EN 12620, 2002 + A1 (2010), Aggregates for concrete, Lisbon, Portugal, IPQ, 61. (In Portuguese)
  38. NP EN 197-1, 2001 / A3 (2008), Cement, Part 1: Composition, specifications and conformity criteria for common cements, Lisbon, Portugal, IPQ, 8. (In Portuguese)
  39. NP EN 206-1 (2007), Concrete, Part 1: Specification, performance, production and conformity, Lisbon, Portugal, IPQ, 84. (In Portuguese)
  40. NP EN 206-9 (2010), Concrete, Part 9: Additional rules for self-compacting concrete (SCC), Lisbon, Portugal, IPQ, 35. (In Portuguese)
  41. NP EN 450-1, 2005 + A1, (2008), Fly ash for concrete, Part 1: Definition, specifications and conformity criteria, Lisbon, Portugal, IPQ, 35. (In Portuguese)
  42. NP EN 450-2 (2006), Fly ash for concrete, Part 2: Conformity evaluation (in Portuguese), Lisbon, Portugal, IPQ, 29. (In Portuguese)
  43. NP EN 934-1 (2008), Admixtures for concrete, mortar and grout, Part 1: Common requirements, Lisbon, Portugal, IPQ, 13. (In Portuguese)
  44. NP EN 934-2 (2009), Admixtures for concrete, mortar and grout, Part 2: concrete admixtures, definitions, requirements, conformity, marking and labelling, Lisbon, Portugal, IPQ, 28. (In Portuguese)
  45. Okamura, H., Ozawa, K. and Ouchi, M. (2000), Self-compacting concrete, Fib Struct. Concrete, 1(1), 3-17.
  46. Polder, R. (2000), "Test methods for on-site measurement of resistivity of concrete", RILEM TC 154-EMC: electrochemical techniques for measuring metallic corrosion, Mater. Struct., 33, 603-611.
  47. Ramezanianpour, A., Ghiasvand, E., Nickseresht, I., Mahdikhani, M. and Moodi, F. (2009), "Influence of various amounts of limestone powder on performance of Portland limestone cement concretes", Cement Concrete Comp., 31(10), 715-720.
  48. Şahmaran, M., Yaman, Ö. and Tokyay, M. (2009), "Transport and mechanical properties of self-consolidating concrete with high volume fly ash", Cement Concrete Comp., 31(2), 99-106.
  49. Sengul, O. and Gjørv, O.E. (2008), "Electrical resistivity measurements for quality control during concrete construction", ACI Mater. J., 105(6), 541-547.
  50. Shi, C. (2004), "Effect of mixing proportions of concrete on its electrical conductivity and the rapid chloride permeability test (ASTM C1202 or ASSHTO T277) results", Cement Concrete Res., 34(3), 537-545.
  51. Silva, P.M., Brito, J. de and Costa, J.M. (2008), Use of self-compacting concrete (SCC): economic viability analysis, BE2008 - National Meeting of Structural Concrete, Guimarães. (In Portuguese)
  52. Silva, P.M., Brito, J. de and Costa, J.M. (2011), "Viability of two new mix design methodologies for SCC", ACI Mater. J., 108(6), 579-588.
  53. Tang, L., Andalen, A., Johansson, J. and Hjelm S. (1999), "Chloride diffusivity of self-compacting concrete", Proceedings pro007: First International RILEM Symposium on Self-Compacting Concrete, Stockholm, Sweden, 1999, RILEM Publications S.A.R.L., ISBN: 2-912143-09-8, 187-198.
  54. Whiting, D.A. and Nagi, M.A. (2003), Electrical resistivity of concrete: A literature review, PCA R&D Serial No. 2457, Portland Cement Association, Skokie, Illinois, USA, 57 p.
  55. Zhu, W. and Bartos, J.M. (2003), "Permeation properties of self-compacting concrete", Cement Concrete Res., 33(6), 921-926.
  56. Zhu, W., Quinn, J. and Bartos, J.M. (2001), "Transport properties and durability of self-compacting concrete", Proceedings of 2nd International Symposium on Self-Compacting Concrete, Tokyo, Japan, 451-458.
 

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