[1] Whiting, D.A., Nagi, M.A. (2003). “Electrical Resistivity of Concrete_Literature Review.” Portland Cement Association, Serial No. 2457.
[2] Esbach, O.E. and Souders, M. (1975). “Handbook of Engineering Fundamentals.” Joun Wiley & Sons, New York.
[3] Harper, C.A. (1978). “Fudamentals of Electrical Insulating Materials.” Industrial Research/Development, 20(12), pp. 81-84.
[4] ASTM C876-91. (1999). “Standard Test Method for Half-Cell Potentials of Uncoated Reinforcing Steel in Concrete.” ASTM International, West Conshohocken, PA, 6p.
[5] Polder, R., Andrade. C., Elsener, B., Vennesland, Æ., Gulikers, J., Weidert, R., Raupach, M. (2000). “Test Methods for On Site Measurment of Resistivity of Concrete.” Materials and Structures, 33(10), pp. 603-611.
[6] شکرچی زاده، محمد (1380). "استفاده از روشهای الکتریکی برای تعیین مقدار آب در بتن سخت شده"، مجموعه مقالات اولین کنفرانس بین المللی بتن و توسعه، ایران، تهران.
[7] Andrade, C., d’Andrea, R., Rebolledo, N. (2014). “Chloride Ion Penetration in Concrete: the Reaction Factor in the Electrical Resistivity Model.” Cement & Concrete Composite,47, pp. 41-46.
[8] Li, Z., Xiao, L., Wei, X., Zhang, J. (2008). “Interpretation of MicroStructure Development of Cementitus Materials In Early Ages With Electrical Resistivity Measurment.” 1st International Conference on Microstructure Related Durability of Cementitous Composites, Nanjing, China.
[9] Mei, ZH., Chung, D.D.L. (2000). “Effects of Temperature and Stress on the Interface Between Concrete and its Carbon Fiber Epoxy-Matrix Composite Retrofit, Studied by Electrical Resistance Measurement.” Cement and Concrete Research, 30 , pp. 799-802.
[10] Gjorv, O. E., Vennesland, O., El-Busaidy, A. H. S. (1977). “Electrical Resistivity of Concrete in the Oceans.” 9th Annual Offshore Technology Conference, paper 2803, Houston.
[11] Tuutti, K. (1982). “Corrosion of Steel in Concrete.” CBI Stockholm.
[12] ASTM C1760-12.(2012). “Standard Test Method for Bulk Electrical Conductivity of Hardened Concrete.”, ASTM International, West Conshohocken, PA, 5p.
[13] Li, Z., Li, W. (2003).“Contacless Transformer-Based Measurment of the Resistivity of Materials.”, United States Patent, patent No. Us 6, 639, 401 B2.
[14] Elkey, W. and Sellevold, E.J. (1995). “Electrical Resistivity of Concrete.” Norwegian Road Research Laboratory, Publication No. 80.
[15] Hammond, E. and Robson, T.D. (1955). “Comparison of Electrical Properties of Various Cements and Concretes.” The Engineer, 199(5156), pp. 78-80, 199(5166), pp. 114-115.
[16] Broomfield, J.B. (1997). “Corrosion of Steel in Concrete.” FN Spon, an Imprint of Chapman & Hall, London, 238p.
[17] Feliu, S., Andrade, C., González, J.A., Alonso, C. (1996). “A New Method for In-Situ Measurement of Electrical Resistivity of Reinforced Concrete.” Materials and Structures, 29, pp. 362-365.
[18] Elsener, B., Fluckiger, D., Wojtas, H., Bohni, H. (1996). “Methods for the Evaluation of Corrosion of Steel in Concrete.” Swiss FederalDepartment of Traffic and Energy, ASB Research forthe Maintenance of Bridges, VSS Report 521, 140p.
[19] Wenner, F. (1916). “A Method of Measuring Earth Resistivity.” Bulletin of the Bureau ofStandards, 12(4), pp. 469-478.
[20] Stratfull, R. F. (1968). “Materials Protection.” 29.
[21] Naish, C.C., Harker, A. , Carney, R.F.A. (1990). “Concrete Inspection: Interpretation of Potential and Resistivity Measurements.” Corrosion of Reinforcement in Concrete, pp. 314-332.
[22] Gowers, K.R. and Millard, S.G. (1999). “Measurement of Concrete Resistivity for Assessment of Corrosion Severity of Steel Using Wenner Technique.” ACI Materials Journal, 96(5), pp. 536-542.
[23] Gowers, K.R. and Millard, S.G. (1991). “The Effect of Steel Reinforcement Bars on the Measurement of Concrete Resistivity.” British Journal of Non-Destructive Testing, 33(11), pp. 551-554.
[24] McCarter, W.J., Barclay, S. (1993). “A Comparison of Two Methods For Resistivity Measurments On Repair Mortar For Cathodic Protection Systems.” Cement and Concrete Research, 23 (5), pp. 1178-1184.
[25] ASTM C192-02.(2002). “Standard Test Method for Making and Curing Concrete Test Specimens in the Laboratory.” ASTM International, West Conshohocken, PA, 8p.