Technical Papers
Aug 18, 2023

Real-Time Measurement of Mortar Properties with Electrical Resistivity during Curing

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 11

Abstract

This work used electrical resistivity over the first 72 h of hydration to measure the impact of air, sealed, and wet curing on mortar samples at different depths. The resistivity measurements provide new insights that are not easily obtained with other techniques and provide direct insights into the moisture change. The resistivity correlates with the porosity, degree of saturation (DOS), and a novel splitting test. This work also provides important insights into how curing impacts the porosity, DOS, and strength of mortar samples at different depths. This work is the basis for future real-time sensing techniques with resistivity.

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Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the Oklahoma Department of Transportation (ODOT 2268).

References

ASTM. 2020. Standard practice for mechanical mixing of hydraulic cement pastes and mortars of plastic consistency. ASTM C305-20. West Conshohocken, PA: ASTM International.
ASTM. 2021. Standard test method for density, absorption, and voids in hardened concrete. ASTM C642-21. West Conshohocken, PA: ASTM International.
ASTM. 2022a. Standard specification for concrete aggregates. ASTM C33/C33M-18. West Conshohocken, PA: ASTM International.
ASTM. 2022b. Standard specification for Portland cement. ASTM C150/C150M-22. West Conshohocken, PA: ASTM International.
Baroghel-Bouny, V., P. Mounanga, A. Khelidj, A. Loukili, and N. Rafaï. 2006. “Autogenous deformations of cement pastes: Part II. W/C effects, micro–macro correlations, and threshold values.” Cem. Concr. Res. 36 (1): 123–136. https://doi.org/10.1016/j.cemconres.2004.10.020.
Bentz, D. P., and W. J. Weiss. 2011. Internal curing: A 2010 state-of-the-art review. Gaithersburg, MD: US Dept. of Commerce.
Bu, Y., and J. Weiss. 2014. “The influence of alkali content on the electrical resistivity and transport properties of cementitious materials.” Cem. Concr. Compos. 51 (Aug): 49–58. https://doi.org/10.1016/j.cemconcomp.2014.02.008.
Castro, J., R. Spragg, P. Kompare, and W. J. Weiss. 2010. Portland cement concrete pavement permeability performance. West Lafayette, IN: Purdue Univ.
Christensen, B. J., T. Coverdale, R. A. Olson, S. J. Ford, E. J. Garboczi, H. M. Jennings, and T. O. Mason. 1994. “Impedance spectroscopy of hydrating cement-based materials: Measurement, interpretation, and application.” J. Am. Ceram. Soc. 77 (11): 2789–2804. https://doi.org/10.1111/j.1151-2916.1994.tb04507.x.
Copeland, L. E., and R. H. Bragg. 1955. Self desiccation in portland cement pastes. Chicago: Research Laboratories of the Portland Cement Association.
Di Bella, C., C. Villani, E. Hausheer, and J. Weiss. 2012. “Chloride transport measurements for a plain and internally cured concrete mixture.” ACI Spec. Publ. 290 (Sep): 1–16. https://doi.org/10.14359/51684183.
Dickey, M. 2021. “Additives to improve the performance of concrete.” Master’s thesis, School of Civil and Environmental Engineering, Oklahoma State Univ.
Farnam, Y., H. Todak, R. Spragg, and J. Weiss. 2015. “Electrical response of mortar with different degrees of saturation and deicing salt solutions during freezing and thawing.” Cem. Concr. Compos. 59 (May): 49–59. https://doi.org/10.1016/j.cemconcomp.2015.03.003.
Flatt, R. J., G. W. Scherer, and J. W. Bullard. 2011. “Why alite stops hydrating below 80% relative humidity.” Cem. Concr. Res. 41 (9): 987–992. https://doi.org/10.1016/j.cemconres.2011.06.001.
Ghoddousi, P., and L. A. Saadabadi. 2017. “Study on hydration products by electrical resistivity for self-compacting concrete with silica fume and metakaolin.” Constr. Build. Mater. 154 (Nov): 219–228. https://doi.org/10.1016/j.conbuildmat.2017.07.178.
Gowripalan, N. 1990. “Effect of curing on durability.” Concr. Int. 12 (2): 47–54.
Gu, P., P. Xie, J. J. Beaudoin, and R. Brousseau. 1993. “AC impedance spectroscopy (II): Microstructural characterization of hydrating cement-silica fume systems.” Cem. Concr. Res. 23 (1): 157–168. https://doi.org/10.1016/0008-8846(93)90147-2.
Hajibabaee, A., M. K. Moradllo, A. Behravan, and M. T. Ley. 2018. “Quantitative measurements of curing methods for concrete bridge decks.” Constr. Build. Mater. 162 (Feb): 306–313. https://doi.org/10.1016/j.conbuildmat.2017.12.020.
Kosmatka, S. H., B. Kerkhoff, and W. C. Panarese. 2002. Vol. 5420 of Design and control of concrete mixtures. Skokie, IL: Portland Cement Association.
Li, Z., X. Wei, and W. Li. 2003. “Preliminary interpretation of portland cement hydration process using resistivity measurements.” Mater. J. 100 (3): 253–257. https://doi.org/10.14359/12627.
Mainguy, M., O. Coussy, and V. Baroghel-Bouny. 2001. “Role of air pressure in drying of weakly permeable materials.” J. Eng. Mech. 127 (6): 582–592. https://doi.org/10.1061/(ASCE)0733-9399(2001)127:6(582).
McCarter, W. J., and A. B. Afshar. 1988. “Monitoring the early hydration mechanisms of hydraulic cement.” J. Mater. Sci. 23 (2): 488–496. https://doi.org/10.1007/BF01174674.
McLachlan, D. S., M. Blaszkiewicz, and R. E. Newnham. 1990. “Electrical resistivity of composites.” J. Am. Ceram. Soc. 73 (8): 2187–2203. https://doi.org/10.1111/j.1151-2916.1990.tb07576.x.
McLachlan, D. S., R. Rosenbaum, A. Albers, G. Eytan, N. Grammatica, G. Hurvits, and E. Zaken. 1993. “The temperature and volume fraction dependence of the resistivity of granular Al-Ge near the percolation threshold.” J. Phys.: Condens. Matter 5 (27): 4829. https://doi.org/10.1088/0953-8984/5/27/027.
Montgomery, F. R., P. A. M. Basheer, and A. E. Long. 1992. “Influence of curing conditions on the durability related properties of near surface concrete and cement mortars.” Spec. Publ. 131 (Mar): 127–138. https://doi.org/10.14359/1204.
Neville, A. M. 1995. Vol. 4 of Properties of concrete. London: Longman.
Parrott, L. J. 1973. “Load induced dimensional changes of hardened cement paste.” Doctoral dissertation, Dept. of Engineering, King’s College London.
Patel, R. G., D. C. Killoh, L. J. Parrott, and W. A. Gutteridge. 1988. “Influence of curing at different relative humidities upon compound reactions and porosity in portland cement paste.” Mater. Struct. 21 (3): 192–197. https://doi.org/10.1007/BF02473055.
Powers, T. C. 1948. “A discussion of cement hydration in relation to the curing of concrete.” In Vol. 27 of Proc., Highway Research Board. Washington, DC: Highway Research Board.
Qiao, C., M. K. Moradllo, H. Hall, M. T. Ley, and W. J. Weiss. 2019. “Electrical resistivity and formation factor of air-entrained concrete.” ACI Mater. J. 116 (3): 85–93. https://doi.org/10.14359/51714506.
Rajabipour, F., J. Weiss, J. D. Shane, T. O. Mason, and S. P. Shah. 2005. “Procedure to interpret electrical conductivity measurements in cover concrete during rewetting.” J. Mater. Civ. Eng. 17 (5): 586–594. https://doi.org/10.1061/(ASCE)0899-1561(2005)17:5(586).
Ramezanianpour, A. A., and V. M. Malhotra. 1995. “Effect of curing on the compressive strength, resistance to chloride-ion penetration and porosity of concretes incorporating slag, fly ash or silica fume.” Cem. Concr. Compos. 17 (2): 125–133. https://doi.org/10.1016/0958-9465(95)00005-W.
Robertson, B., E. McArtor, M. Dickey, M. T. Ley, and D. Cook. 2020. Development of concrete mixtures to mitigate bridge deck cracking. Oklahoma City: Oklahoma DOT.
Safiuddin, M., S. N. Raman, and M. F. M. Zain. 2007. “Effect of different curing methods on the properties of microsilica concrete.” Aust. J. Basic Appl. Sci. 1 (2): 87–95.
Schiessl, A., W. J. Weiss, J. D. Shane, N. S. Berke, T. O. Mason, and S. P. Shah. 2000. “Assessing the moisture profile of drying concrete using impedance spectroscopy.” Concr. Sci. Eng. 2 (6): 106–116.
Smith, S. H., C. Qiao, P. Suraneni, K. E. Kurtis, and W. J. Weiss. 2019. “Service-life of concrete in freeze-thaw environments: Critical degree of saturation and calcium oxychloride formation.” Cem. Concr. Res. 122 (Mar): 93–106. https://doi.org/10.1016/j.cemconres.2019.04.014.
Spragg, R., C. Villani, K. Snyder, D. Bentz, J. W. Bullard, and J. Weiss. 2013. “Factors that influence electrical resistivity measurements in cementitious systems.” Transp. Res. Rec. 2342 (1): 90–98. https://doi.org/10.3141/2342-11.
Tazawa, E. I., S. Miyazawa, and T. Kasai. 1995. “Chemical shrinkage and autogenous shrinkage of hydrating cement paste.” Cem. Concr. Res. 25 (2): 288–292. https://doi.org/10.1016/0008-8846(95)00011-9.
Tsui-Chang, M., P. Suraneni, L. Montanari, J. F. Muñoz, and W. J. Weiss. 2019. “Determination of chemical composition and electrical resistivity of expressed cementitious pore solutions using x-ray fluorescence.” ACI Mater. J. 116 (1): 155–164. https://doi.org/10.14359/51712242.
Weiss, J., K. Snyder, J. Bullard, and D. Bentz. 2013. “Using a saturation function to interpret the electrical properties of partially saturated concrete.” J. Mater. Civ. Eng. 25 (8): 1097–1106. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000549.
Weiss, W. J., T. J. Barrett, C. Qiao, and H. Todak. 2016. “Toward a specification for transport properties of concrete based on the formation factor of a sealed specimen.” In Proc., Transportation Research Board 95th Annual Meeting. Washington, DC: Transportation Research Board.
Xiao, L. 2007. “Interpretation of hydration process of concrete based on electrical resistivity measurement.” Doctoral dissertation, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology.
Zhang, J., and Z. Li. 2009. “Application of GEM equation in microstructure characterization of cement-based materials.” J. Mater. Civ. Eng. 21 (11): 648–656. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:11(648).
Zhutovsky, S., and K. Kovler. 2012. “Effect of internal curing on durability-related properties of high performance concrete.” Cem. Concr. Res. 42 (1): 20–26. https://doi.org/10.1016/j.cemconres.2011.07.012.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 11November 2023

History

Received: Sep 25, 2022
Accepted: Mar 22, 2023
Published online: Aug 18, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 18, 2024

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Graduate Research Assistant, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078 (corresponding author). ORCID: https://orcid.org/0000-0001-7247-8351. Email: [email protected]
M. Tyler Ley [email protected]
Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078. Email: [email protected]

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