References
- Ohama, Y. (1995). Handbook of polymer-modified concrete and mortars, Properties and Process Technology, Noyes Publications, New Jersey, USA, 11-148.
- Jo, Y. (2009). Adhesion in tension of cement mortar to cement concrete substrates coated with polymer cement slurry. Journal of the Architectural Institute of Korea, 25(6), 123-130.
- Ohama, Y. (1998). Use of polymers for improvements in durability of reinforced concrete structures and their repairing works, Journal of Adhesion Society Japan, 24(8), 313-322.
- Ohama, Y. (1973). Study on properties and mix proportioning of polymer-modified mortars for buildings. Report of the Building Research Institute. 65, 100-104.
- Ohama, Y., Demura, K., Nagao, H., & Ogi, T. (1986). Adhesion of polymer-modified mortars to ordinary cement mortar by different test methods, Proceedings of an International Symposium Organized by RILEM, Paris, Chapman and Hall, London, 719-729.
- Ohama, Y. (1982). Adhesion durability of polymer-modified mortars through ten-year outdoor exposure, polymer in concrete, Proceedings of third International Congress on Polymers in Concrete, Vol.1, College of Engineering, Nihon University, Koriyama, Japan, 209-221.
- Jo, Y. (2019). A study on the improvement of adhesion in tension and flexure of polymer cement mortar depending on various test methods. Journal of the Korea Institute of Building Construction, 19(1), 47-57. https://doi.org/10.5345/JKIBC.2019.19.1.047
- Yoon, Y., Cho, S., & Kwon, S. (2019). Prediction equation for chloride diffusion in concrete containing GGBFS based on 2-Year cured results, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(2), 1-9.
- Garbacz, A., & Sokolowska, J. (2012). Concrete-like polymer composites with fly ashes-Comparative study, Construction Building Materials, 38, 689-699. https://doi.org/10.1016/j.conbuildmat.2012.08.052
- Jo, Y. (2008). Basic properties of hybrid-type polymer cement slurry for the anti-corrosion of steel, Journal of the Architectural Institute of Korea, 24(9), 89-96.