1. [1] H. Suzuki, H. Ueda, "The effect of concrete quality on the time dependence of moisture penetration depth," Proceedings of the Japan Concrete Institute, Vol. 36, No. 1, pp. 676-681, 2014 (in Japanese).
2. [2] H. Suzuki, H. Ueda et al., "Base treatment of concrete at the time of repair," 67th Annual Academic Lecture, V-157, pp. 313-314, 2013 (in Japanese).
3. [3] Y. Yoshimura, M. Mizuta et al., "Evaluation of Water Flux of Concrete by Neutron Imaging," Proceedings of the Concrete Structure Scenarios, JSMS, Vol. 19, pp. 379-384, 2019 (in Japanese).
4. [4] Second Term Corrosion Protection Subcommittee of JSCE Concrete Committee, "Test method for half-cell potential of uncoated rebars in concrete structures (JSCE-E601-2000)," Concrete engineering series, Vol. 30, pp. 248-256, December 2000 (in Japanese).
5. [5] Y. Shinoda, N. Mochizuki, "Base treatment of concrete at the time of repair," 66th Annual Academic Lecture, Ⅳ-224, pp. 447-448, 2011 (in Japanese).