Andrade and D'Andrea (2011) [2727 C. Andrade and R. D’Andrea, "The electrical resistivity as a control parameter of the concrete and its durability," J. ALCONPAT, vol. 1, pp. 90–98, 2011.] |
|
N.I. |
Concrete cylinders (150 mm x 300 mm) |
N.I. |
N.I. |
Four-point method (Wenner method) / ρ by Ω·m. |
Ramezanianpour et al. (2011) [3030 A. Ramezanianpour, A. Pilvar, A. Mahdikhani, and F. Moodi, "Practical evaluation of relationship between concrete resistivity, water penetration, rapid chloride penetration and compressive strength," Constr. Build. Mater., vol. 25, no. 5, pp. 2472–2479, 2011. http://dx.doi.org/10.1016/j.conbuildmat.2010.11.069. https://doi.org/10.1016/j.conbuildmat.20...
] |
|
0.87 |
Concrete cylinders (100 mm x 200 mm) and concrete cubes with 100 mm of edges |
OPC |
728 |
Four-point method (Wenner method) / ρ by kΩ·cmΩ·cmΩ·cm. |
|
0.88 |
Wei et al. (2012) [2929 X. Wei, L. Xiao, and Z. Li, "Prediction of standard compressive strength of cement by the electrical resistivity measurement," Constr. Build. Mater., vol. 31, pp. 341–346, Jun. 2012. http://dx.doi.org/10.1016/j.conbuildmat.2011.12.111. https://doi.org/10.1016/j.conbuildmat.20...
] |
|
0.963 |
N.I |
N.I. |
28 – fc
|
Electrical resistivity of cement paste in the fresh state measured by a non-contact device / ρ by Ω·m. |
1 – ρ
|
Medeiros-Junior et al. (2014) [3131 R. A. Medeiros-Junior, M. G. Lima, M. H. F. Medeiros, and L. V. Real, "Investigation of the compressive strength and electrical resistivity of concrete with different types of cement," J. ALCONPAT, vol. 4, pp. 113–128, 2014.] |
|
0.823 |
Concrete cylinders (100 mm x 200 mm) and concrete cubes with 250 mm of edges |
FPC |
28 |
Four-point method (Wenner method) / ρ by kΩ·cm. |
|
0.995 |
91 |
|
0.997 |
PSC |
28 |
|
0.995 |
91 |
|
0.999 |
PPC |
28 |
|
0.993 |
91 |
|
0.992 |
HSPC |
28 |
|
0.999 |
91 |
Bem et al. (2018) [99 D. H. Bem, D. P. B. Lima, and R. A. Medeiros-Junior, "Effect of chemical admixtures on concrete’s electrical resistivity," Int. J. Build. Pathol. Adaptation, vol. 36, pp. 174–187, Apr. 2018. http://dx.doi.org/10.1108/IJBPA-11-2017-0058. https://doi.org/10.1108/IJBPA-11-2017-00...
] |
|
0.81 |
Concrete cylinders (100 mm x 200 mm) |
FPC |
28 |
Four-point method (Wenner method) / ρ by kΩ·cm. |
Sabbağ and Uyanik (2018) [2828 N. Sabbağ and O. Uyanık, "Determination of the reinforced concrete strength by apparent resistivity depending on the curing conditions," J. Appl. Geophys., vol. 155, pp. 13–25, Feb. 2018. http://dx.doi.org/10.1016/j.jappgeo.2018.03.007. https://doi.org/10.1016/j.jappgeo.2018.0...
] |
|
0.92 |
Unreinforced and reinforced cubes (150 x 150 x 150 mm) |
FPC |
7 – 90 |
Four-point method (Wenner method) / ρ by kΩ·cm. |