Journal of Structural and Construction Engineering

Journal of Structural and Construction Engineering

Investigating the Relationship Between Bulk and Surface Electrical Resistivity in Concrete Containing Microsilica

Document Type : Original Article

Authors
1 Department of Civil Engineering, Faculty of Engineering and Technology, Mazandaran University, Babolsar, Iran
2 Civil Engineering Department, Technology and Engineering Faculty, Mazandaran University, Babolsar, Iran
3 Electrical Engineering Department, Technology and Engineering Faculty, Mazandaran University, Babolsar, Iran
Abstract
This paper investigates the effects of microsilica as a partial replacement for cement on the compressive strength, electrical resistance, and durability of concrete. Concrete specimens were prepared with varying percentages of microsilica (0 to 30% by cement weight) and a constant water-to-cement ratio (0.48). The specimens were tested for various mechanical and electrical properties. The results indicated that adding up to 15% microsilica significantly increased compressive strength (maximum value of 588.64 kg/cm² at 120 days) and improved the matrix structure of the concrete. However, microsilica content beyond 15% resulted in reduced compressive strength due to decreased hydrated cement content and increased non-reactive materials. Additionally, bulk and surface electrical resistivity increased significantly up to 20% microsilica replacement, indicating reduced permeability and enhanced resistance to corrosive agents. Microsilica transforms calcium hydroxide into calcium silicate hydrate (CSH) gel, reducing porosity, improving the matrix density, and increasing the durability of concrete against the penetration of chloride ions and other harmful chemical agents. A linear and significant correlation (R² > 0.99) was observed between bulk and surface electrical resistivity. These findings suggest that electrical resistivity can be used as a quick and non-destructive method for assessing concrete quality, particularly for microsilica-containing concretes in harsh environmental conditions such as coastal and industrial areas.
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Subjects


[1] Hooton, R.D., Pun, P., Kojundic, T., Fidjestol, P. (1997). Influence of silica fume on chloride resistance of concrete. In: Proceedings of the International Symposium on High Performance Concrete, Chicago, USA, (Ed. P. Johal), Precast/Prestressed Concrete Institute, pp. 245–249.                                                                                                               
[2] Tran, Q., Ghosh, P. (2022). Variation of electrical resistivity and charge passed in high-performance concrete. Materials (Basel), 15(19).                                                                                                                                                                          
[3] Malakooti, A. (2016). Investigation of concrete electrical resistivity as a performance based test. M.Sc. Thesis, Utah State University.                                                                                                                                                                        
 [4] Ghosh, P., Tran, Q. (2015). Correlation between bulk and surface resistivity of concrete. International Journal of Concrete Structures and Materials, 9(1), 119–132.                                                                                                                  
[5] Zheng, J.Y., Zhu, J., Kwan, A. (2018). Combined usage of micro-silica and nano-silica in concrete: SP demand, cementing efficiencies and synergistic effect. Construction and Building Materials, 168, 622–632.                                       
[6] Sharkawi, A., Elaty, M., Hussein Khalifa, O. (2018). Synergistic influence of micro-nano silica mixture on durability performance of cementitious materials. Construction and Building Materials, 164, 579–588.                                               
 [7] McCarter, W., Forde, M., Whittington, H. (1981). Resistivity characteristics of concrete. Proceedings of the Institution of Civil Engineers, 71(1), 107–117.                                                                                                                                          
[8] Morris, W., Moreno, E.I., Sagüés, A.A. (1996). Practical evaluation of resistivity of concrete in test cylinders using a Wenner array probe. Cement and Concrete Research, 26(12), 1779–1787.                                                                            
[9] Poursaee, A., Weiss, W.J. (2010). An automated electrical monitoring system (AEMS) to assess property development in concrete. Automation in Construction, 19(4), 485–490.                                                                                                    
 [10] Spragg, R., Castro, J., Nantung, T., Paredes, M., Weiss, W. (2011). Variability analysis of the bulk resistivity measured using concrete cylinders. Advances in Civil Engineering Materials, 21.                                                                               
 [11] Coyle, A., Spragg, R., Armikhanian, A., Weiss, W. (2016). Measuring the influence of temperature on electrical properties of concrete.                                                                                                                                                            
  [12] ASTM C1202-19, American Society for Testing and Materials. (2019). Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. ASTM International, West Conshohocken, PA, USA.                        
 [13] AASHTO T358-19, American Association of State Highway and Transportation Officials. (2019). Standard method of test for surface resistivity indication of concrete’s ability to resist chloride ion penetration, Washington, DC, USA.         
 [14] ASTM C1876-19, American Society for Testing and Materials. (2019). Standard test method for bulk electrical resistivity of concrete. ASTM International, West Conshohocken, PA, USA.                                                                      
 [15] AASHTO TP119-15, American Association of State Highway and Transportation Officials. (2015). Standard method of test for electrical resistivity of a concrete cylinder tested in a uniaxial resistance test. Washington, DC, USA.              
 [16] CSA A23.2-26C-19, Canadian Standards Association. (2019). Bulk electrical resistivity of concrete. Mississauga, ON, Canada.                                                                                                                                                                                   
 [17] Rajabipour, F., Weiss, J. (2008). Parameters affecting the measurements of embedded electrical sensors for concrete health monitoring applications. ACI Symposium Publication, 252.                                                                                         
[18] Weiss, W.J., Spragg, R.P., Isgor, O.B., Ley, M.T., Van Dam, T. (2018). Toward performance specifications for concrete: Linking resistivity, RCPT and diffusion predictions using the formation factor for use in specifications. In: Hordijk, D.A., Luković, M. (Eds.), High Tech Concrete: Where Technology and Engineering Meet. Springer, Cham, pp. 2057–2065.                                                                                                                                                                             
[19] Obla, K., Lobo, C. (2021). Electrical tests for concrete penetrability, Part 1. ACI Materials Journal, 118, 45.            
 [20] Douglas, R.H., Gita, C. (2015). Adoption of resistivity tests for concrete acceptance. ACI Symposium Publication, 303.
 [21] INSO 13278, Iranian National Standardization Organization. )2017.( Silica fume (Microsilica) Used in Cementitious Mixtures-Specification, Tehran , pp. 17.                                                                                                                                 
[22] ASTM C1240-20, American Society for Testing and Materials, Standard specification for silica fume used in cementitious mixtures. (2020). ASTM International, West Conshohocken, PA: ASTM International.                                
 [23] B.S. 8500-2, British Standard Institution. (2023). Code of practice for design of concrete structures, in: Part 2: Specification for constituent materials and composite construction, British Standards Institution (BSI), London.                
 [24] ASTM C1602/C1602M-22, American Society for Testing and Materials. (2022). Standard specification for mixing water used in the production of hydraulic cement concrete, ASTM International, West Conshohocken, PA: ASTM International.                                                                                                                                                                           
 [25] Building and Housing Research Center (BHRC). (2012). Iranian National Method for Mix Design of Concrete (Publication No. 479). Tehran: Ministry of Roads and Urban Development. (In Persian).                                                        
[26] ASTM C143/C143M-20, American Society for Testing and Materials. (2020). Standard test method for slump of hydraulic-cement concrete. ASTM International, West Conshohocken, PA, USA.                                                               
[27] FDOT Standard FM5-578. (2004). Florida method of test for concrete resistivity as an electrical indicator of its perme ability. Florida Department of Transportation.
Volume 12, Issue 07 - Serial Number 96
October 2025
Pages 264-286

  • Receive Date 02 April 2025
  • Revise Date 12 June 2025
  • Accept Date 16 July 2025