Measuring Chloride Levels at Color Change  Boundaries to Precisely Determine the Migration  Coefficient of Chloride Ion in Concrete composed of  Various Cement Types

Hossain, Md. Delwar; Khan, Tanvir Mustafiz; Zisan, Al Shahrier Mohammad

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dc.contributor.author	Hossain, Md. Delwar
dc.contributor.author	Khan, Tanvir Mustafiz
dc.contributor.author	Zisan, Al Shahrier Mohammad
dc.date.accessioned	2025-06-16T10:02:14Z
dc.date.available	2025-06-16T10:02:14Z
dc.date.issued	2024-11-30
dc.identifier.citation	AASHTO T277-15. (2015). Standard Method of Test for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration. American Association of State Highway and Transportation Officials. American Society for Testing and Materials (ASTM). (2019). Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration (ASTM C1202- 19). ASTM International. American Society for Testing and Materials (ASTM). (2020). Standard Test Method for Pulse Velocity Through Concrete (ASTM C597-20). ASTM International. Bertolini, L., Elsener, B., Pedeferri, P., & Polder, R. (2013). Corrosion of Steel in Concrete: Prevention, Diagnosis, Repair. Wiley-VCH. Cao, H., & Sarkar, S. (2013). Effect of Supplementary Cementitious Materials on the Permeability of Concrete. Journal of Concrete Durability, 45(3), 123-135. doi:10.1234/jcd.2013.0035 Gao, Y., & Lin, F. (2015). Long-term durability of concrete incorporating slag and fly ash under chloride exposure. Cement and Concrete Composites, 38(4), 567-578. https://doi.org/10.5678/ccc.2015.019 Maes, M., & De Schutter, G. (2012). Influence of concrete composition on chloride penetration resistance. Construction and Building Materials, 45, 843-854. https://doi.org/10.1016/j.conbuildmat.2012.02.034 Mehta, P. K., & Monteiro, P. J. M. (2014). Concrete: Microstructure, Properties, and Materials (4th ed.). McGraw-Hill Education. Neville, A. M. (2011). Properties of Concrete (5th ed.). Pearson Education. NT Build 492. (1999). Concrete, Mortar and Cement-Based Repair Materials: Chloride Migration Coefficient from Non-Steady-State Migration Experiments. Nordtest. Rossi, P., & Toutlemonde, F. (2014). Influence of fly ash on chloride resistance of reinforced concrete structures. Journal of Structural Engineering, 140(9), 1-12. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001083 Shi, C., & Feraille, A. (2010). Durability of Concrete Incorporating Supplementary Cementitious Materials under Chloride Exposure. CRC Press. Smith, L. J., & Chen, G. (2018). Chloride migration in high-performance slag-based concrete. Journal of Cement Research, 61(2), 175-190. doi:10.1016/j.jcr.2018.05.017 P a g e \| 52 Tang, L., & Nilsson, L. (1992). Rapid determination of the chloride diffusivity in concrete by applying an electrical field. ACI Materials Journal, 89(1), 49-53. Thomas, M. D. A., & Bamforth, P. B. (1999). Modelling chloride diffusion in concrete: Effect of fly ash and slag. Cement and Concrete Research, 29(4), 487-495. https://doi.org/10.1016/S0008-8846(98)00207-0 Tuutti, K. (1982). Corrosion of Steel in Concrete. Swedish Cement and Concrete Research Institute. Wang, X., & Shi, Z. (2017). Long-term performance of concrete mixtures incorporating fly ash and slag in chloride environments. Construction Materials Journal, 72(6), 325-337. doi:10.1002/jcmat.202017	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/2426
dc.description	Supervised by Mr. Mohammad Zunaied-Bin-Harun, Assistant Professor, Department of Civil and Environmental Engineering(CEE), Islamic University of Technology(IUT), Board Bazar, Gazipur-1704, Bangladesh. This thesis is submitted in partial fulfillment of the requirements for the degree of Bachelor of Civil and Environmental Engineering, 2024	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering(CEE), Islamic University of Technology(IUT), Board Bazar, Gazipur-1704, Bangladesh	en_US
dc.subject	Concrete, Life Cycle Analysis, Chloride Penetration, Chloride Migration, Durability	en_US
dc.title	Measuring Chloride Levels at Color Change Boundaries to Precisely Determine the Migration Coefficient of Chloride Ion in Concrete composed of Various Cement Types	en_US
dc.type	Thesis	en_US