References
- BS 6699 (1992). Specification for Ground Granulated Blastfurnace Slag for Use with Portland Cement, British Standard.
- Choi, Y.C., Jung, S.H., Kim, J.H., Choi, Y.J., Cho, Y.K. (2012). "Properties of high volume fly ash concrete with high blaine fly ash," Proceedings of Korea Concrete Institute Academic Conference, Korea Concrete Institute, Gyeongju, Korea, 375-376 [in Korean].
- Guo, L.P., Sun, W., Zheng, K.R., Chen, H.J., Liu, B. (2007). Study on the flexural fatigue performance and fracta mechanism of concrete with high proportions of ground granulated blast furnace slag, Cement and Concrete Research, 37(2), 242-250. https://doi.org/10.1016/j.cemconres.2006.11.009
- JIS A 6206 (2013). Ground Granulated Blast-Furnace Slag for Concrete, Japanese Standards Association.
- Koh, K.T., Kim, D.G., Kim, S.W., Cho, M.S., Song, Y.C. (2001). A compound deterioration assessment of concrete subjected to freezing-thawing and chloride attack, Journal of the Korea Concrete Institute, 13(4), 397-405 [in Korean]. https://doi.org/10.22636/JKCI.2001.13.4.397
- Kwon, S.J., Yang, H.M. (2017). Durability design technique and the related codes : chloride attack and steel corrosion, Journal of the Korea Concrete Institute, 29(6), 33-44 [in Korean]. https://doi.org/10.4334/JKCI.2017.29.1.033
- Lee, H.H., Kwon, S.J. (2013). Evaluation of chloride penetration in concrete with ground granulated blast furnace slag considering fineness and replacement ratio, Journal of the Korea Recycled Construction Resources Institute, 1(1), 26-34 [in Korean]. https://doi.org/10.14190/JRCR.2013.1.1.026
- Lee, S.H., Cho, S.J., Kwon, S.J. (2019). Evaluation of durability performance in concrete incorporating low fineness of GGBFS (3000 Grade), Journal of the Korea Institute for Structural Maintenance and Inspection, 23(4), 95-101 [in Korean].
- Lee, S.H., Kim, W.K., Kang, S.H. (2012). Hydration mechanism of ground granulated blast furnace slag, Journal of the Korea Concrete Institute, 24(6), 31-34 [in Korean].
- Liua, J., Qiu, Q., Chen, X., Wang, X., Xing, F., Han, N., He, Y. (2016). Degradation of fly ash concrete under the coupled effect of carbonation aerosol ingress, Corrosion Science, 112, 364-372. https://doi.org/10.1016/j.corsci.2016.08.004
- NF EN 15167-1 (2006). Ground Granulated Blast Furnace Slag for use in Concrete, Mortar and Grout-Part 1: Definitions, Specification and Conformity Criteria, Association Francaise de Normalisation.
- Ryu, S.H., Shin, K.J., Kim, Y.Y. (2012). Influence of blast furnace slag and anhydrite on strength of shotcrete, Journal of the Korea Concrete Institute, 24(1), 87-95 [in Korean]. https://doi.org/10.4334/JKCI.2012.24.1.087
- Seo, C.H., Lee, H.S. (2002). "Mechanism and effect factors of carbonation in concrete," Korea Concrete Institute Academic Conference, Korea Concrete Institute, Hanyang University, Korea, 3-12 [in Korea].
- Seo, E.A., Lee, J.H., Lee, H.J., Kim, D.G. (2017). Durability properties of high volume blast furnace slag concrete for application in nuclear power plants, Journal of the Korean Recycled Construction Resources Institute, 5(1), 45-52 [in Korean]. https://doi.org/10.14190/JRCR.2017.5.1.045
- Siddique, R., Kaur, D. (2012). Properties of concrete containing ground granulated blast furnace slag (GGBFS) at elevated temperatures, Journal of Advanced Research, 3(1), 45-51. https://doi.org/10.1016/j.jare.2011.03.004
- Song, H.W., Pack, S.W., Lee, C.H., Kwon, S.J. (2006). Service life prediction of concrete structures under marine environment considering coupled deterioration, Journal of Restoration of Building and Monument, 12(4), 265-284. https://doi.org/10.1515/rbm-2006-6064
- 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)00192-6
- Yang, E.I., Kim, I.S., Yi, S.T., Lee, K.M. (2010). Comparison of measurement methods and prediction models for drying shrinkage of concrete, Journal of the Korea Concrete Institute, 22(1), 85-91 [in Korean]. https://doi.org/10.4334/JKCI.2010.22.1.085