References
- Bentur A, Diamond S, Berke N. Steel corrosion in concrete: fundamentals and civil engineering practice. London: E & FN Spon; 1997.
- Bertolini L, Elsener B, Pedeferri P et al. Corrosion of steel in concrete: prevention, diagnosis, repair. Weinheim: John Wiley & Sons; 2004.
- Broomfield JP. Corrosion of steel in concrete: understanding, investigation and repair. London, UK: E & FN Spon; 1997.
- American Society for Testing and Materials. Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete. West Conshohocken, PA; 2015. Standard No. ASTM C 876.
- Malhotra VM, Carino NJ. Handbook on nondestructive testing of concrete. 2nd ed. Florida: CRC Press LLC; 2004.
- Alonso C, Andrade C, González JA. Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types. Cem Concr Res. 1988;18(5):687–698.
- Bamforth P., Byar E.A., McNulty T., "Duracrete - Probabilistic performance based durability design of concrete structures," in Management Of Concrete Structures For Long-Term Serviceability. England: The Authors and Thomas Telford Services Ltd, 1998.
- Hnin SW, Sancharoen P, Tangtermsirikul S. Effects of concrete mix proportion on electrical resistivity of concrete. MSF. 2016;866:68–72.
- Hnin SW, Sancharoen P, Tangtermsirikul S. Effects of mix proportion on electrical resistivity of concrete with fly ash. ASEAN Eng J. 2017;7:53–65.
- Hussain RR, Ishida T. Enhanced electro-chemical corrosion model for reinforced concrete under severe coupled action of chloride and temperature. Constr Build Mater. 2011;25(3):1305–1315.
- Tran MV, Tran DVP. “Effect of temperature and humidity cycling on reinforcement corrosion.” The 11th SEATUC Symposium, Vietnam; 2017.
- Ann KY, Song H-W. Chloride threshold level for corrosion of steel in concrete. Corros Sci. 2007;49(11):4113–4133.
- Song H-W, Lee C-H, Ann KY. Factors influencing chloride transport in concrete structures exposed to marine environments. Cem Concr Compos. 2008;30(2):113–121.
- Neville AM. Properties of concrete. 4th ed. England: Pearson Education Limited; 2002.
- Poupard O, Aı¨T-Mokhtar A, Dumargue P. Corrosion by chlorides in reinforced concrete: Determination of chloride concentration threshold by impedance spectroscopy. Cem Concr Res. 2004;34(6):991–1000.
- Saraswathy V, Muralidharan S, Thangavel K, et al. Influence of activated fly ash on corrosion-resistance and strength of concrete. Cement Concrete Composit. 2003;25(7):673–680.
- Zivica V. Influence of w/c ratio on rate of chloride induced corrosion of steel reinforcement and its dependence on ambient temperature. Bull Mater Sci. 2003;26:471–475.
- Sumranwanich T, Tangtermsirikul S. A model for predicting time-dependent chloride binding capacity of cement-fly ash cementitious system. Mat Struct. 2004;37(6):387–396.
- Tran DVP, Sancharoen P, Klomjit P, et al. Electrochemical compatibility of patching repaired reinforced concrete: experimental and numerical approach. J Adhes Sci Technol. 2020;34(8):828–821.
- Tran DVP, Sancharoen P, Klomjit P, et al. Factors affecting half-cell potential profile of patching repaired concrete. The 3rd ACF Symposium 2019, Sapporo, Japan, 2019.
- Raupach M. Patch repairs on reinforced concrete structures – model investigation on the required size and practical consequences. Cement Concrete Composit. 2006;28(8):679–684.
- Zhang J, Mailvaganam NP. Corrosion of concrete reinforcement and electrochemical factors in concrete patch repair. Can J Civ Eng. 2006;33(6):785–793.
- Hussain RR, Wasim M, Ishida T. Induced macro-cell corrosion phenomenon in the simulated repaired reinforced concrete patch. Aust J Civ Eng. 2010;8(1):53–60.
- American Society for Testing and Methods. Standard specification for Portland cement. West Conshocken, PA: ASTM; 2007. Standard No. ASTM C 150.
- Thailand Industrial Standards. Standard specification for coal fly ash for using as an admixture in concrete. Ministry of Industry. Thailand; 2002. Standard No. TIS 2135.
- American Society for Testing and Methods. Standard specification for concrete aggregates. West Conshocken, PA: ASTM; 2010. Standard No. ASTM C 33.
- Thailand Industrial Standards. Steel Bars for Reinforced Concrete: Deformed Bars. Ministry of Industry. Thailand; 2005. Standard No. TIS 24
- Vassie RPW. Evaluation of techniques for investigating the corrosion of steel in concrete. London: Transport and Road Research Laboratory; 1978. (TRRL Supplementary Report 39).
- Schindelholz E, Risteen BE, Kelly RG. Effect of relative humidity on corrosion of steel under sea salt aerosol proxies - I NaCl. J Electrochem Soc. 2014;161(10):C450–459.
- Choi Y-S, Kim J-G, Lee K-M. Corrosion behavior of steel bar embedded in fly ash concrete. Corros Sci. 2006;48(7):1733–1745.
- Tran DVP, Sancharoen P, Klomjit P, Tangtermsirikul S. Effects of Concrete Mix Proportion and Chloride Content on Electrochemical Properties of Reinforcing Steel in Concrete. Engineering Journal, 2020;22(3).
- Ghosh P, Tran Q. Correlation between bulk and surface resistivity of concrete. Int J Concr Struct Mater. 2015;9(1):119–132.
- Osterminski K, Polder RB, Schießl P. Long term behaviour of the resistivity of concrete. HERON. 2012;57(3):211–230.