Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)

References

1 
Choinska, M., Khelidj, A., Chatzigeorgiou, G., and Pijaudier- Cabot, G. (2007), Effects and interactions of temperature and stress-level related damage on permeability of concrete, Cement and Concrete Research, 37(1), 79-88.DOI
2 
Jeong, J. E., Jang, Y. R., Kim, G. U., Heo, S. C., and Min, J. S. (2013), The analytical application for cement using X-Ray diffraction and X-Ray fluorescence spectrometer, Analytical Science and Technology, 26(5), 340-351 (in Korean).DOI
3 
Kang, H., Kang, S. H., Jeong, Y., and Moon, J. (2020), Quantitative Analysis of Hydration Reaction of GGBFS Using X-ray Diffraction Methods, Journal of Korea Concrete Institute, 32(3), 241-250 (in Korean).DOI
4 
Kim, C. Y., and Shin, M. S. (2021), Seismic Performance Assessment on Containment Structure Considering the Change in Structural Behavior Due to Material Degradation. Proceedings of the Korea Concrete Institute, 33(2), 721-722 (in Korean).URL
5 
Kim, N. D., and Park, S. J., (2014), Effects of Mineral Admixtures on Chloride Binding of Offshore Concrete, Journal of the Architectural Institute of Korea Structure & Construction, 30(6), 67-74 (in Korean).DOI
6 
Koh, T. H., and Kwon S. J. (2019), Changes in Cement Hydrate Characteristics and Chloride Diffusivity in High Performance Concrete with Ages, Journal of Korea Institute of Structural Maintenace and Inspection, 23(6), 9-17 (in Korean).URL
7 
KS F 2713 (2022), Standard test method for analysis of chloride in concrete and concrete raw materials (in Korean).URL
8 
KS F 2714 (2022), Standard test method for acid-soluble chloride in mortar and concrete (in Korean).URL
9 
KS F 2715 (2022), Standard test method for water-soluble chloride in mortar and concrete (in Korean).URL
10 
Lee, C. M. (2019), Study on the prediction concrete service life for nuclear power plant, Ph.D. Thesis, Department of Civil Engineering Graduate School, Daejin University (in Korean).URL
11 
Lee, H. J., and Seo, E. A. (2022), Experimental Study for Evaluation of Chloride Ion Diffusion Characteristics of Concrete Mix for Nuclear Power Plant Water Distribution Structures, Journal of Korea Institute of Structural Maintenace and Inspection, 26(5), 112-118 (in Korean).URL
12 
Park, W. J. (2021), Analysis of Chloride Penetration in Mortar Sections using Laser Induced Breakdown Spectroscopy, Journal of The Korea Institute of Building Construction, 21(6), 583-591 (in Korean).DOI
13 
Ministry of Land, Infrastructure and Transport (MOLIT) (2021). Detailed Guidelines for the Safety and Maintenance of Facilities (Part of Safety Inspection and Precise Safety Diagnosis). Jinju: Korea Authority of Land & Infrastructure Safety (in Korean).URL
14 
Moon, I. H., Kim, T. Y., and Jeong, J. A. (2010), Design and Durability of Concrete Structure in Nuclear Power Plant, Magazine of the Korea Concrete Institute, 22(6), 44-49 (in Korean).URL
15 
Shakouri, M., and Trejo, D. (2017), A time-variant model of surface chloride build-up for improved service life predictions, Cement and Concrete Composites, 84, 99-110.DOI
16 
Shin, H. S., Hong, J. K., Kim, J. S., Chung, Y. K., Jhung, M. J., Chung, H. D., and Choi, Y. H. (2011), Development of Regulation on the Integrated Materials Aging Management for Nuclear Facilities, Transactions of the Korean Society of Pressure Vessels and Piping, 7(4), 12-18 (in Korean).DOI
17 
Ukpata, J. O., Ogirigbo, O. R., and Black, L. (2022), Resistance of Concretes to External Chlorides in the Presence and Absence of Sulphates: A Review, Applied Sciences, 13(1), 182.DOI
18 
Wang, J., Basheer, P. A. M., and Nanukuttan, S. V. (2016), Influence of service loading and the resulting micro-cracks on chloride resistance of concrete, Construction and Building Materials, 108, 56-66 (in Korean).DOI
19 
Yoon, Y. S., and Kwon, S. J. (2019). Evaluation of Apparent Chloride Diffusion Coefficient and Surface Chloride Contents of FA concrete Exposed Splash zone Considering Crack Width, Journal of Korea Institute of Structural Maintenace and Inspection, 23(6), 18-25 (in Korean).URL