JKCI
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the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2025-10
(Vol.37 No.5)
10.4334/JKCI.2025.37.5.543
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REF
References
1
ACI Committee 211 (2022) Selecting Proportions for Normal- Density and High‑Density Concrete—Guide (ACI PRC- 211.1-22). Farmington Hills, MI; American Concrete Institute (ACI).
2
Ann, K. Y., Ahn, J. H., and Ryou, J. S. (2009) The Importance of Chloride Content at the Concrete Surface in Assessing the Time to Corrosion of Steel in Concrete Structures. Construction and Building Materials 23(1), 239-245.
3
Bastidas-Arteaga, E., Chateauneuf, A., Sánchez-Silva, M., Bressolette, P., and Schoefs, F. (2011) A Comprehensive Probabilistic Model of Chloride Ingress in Unsaturated Concrete. Engineering Structures 33(3), 720-730.
4
Cai, R., Han, T., Liao, W., Huang, J., Li, D., Kumar, A., and Ma, H. (2020a) Prediction of Surface Chloride Concentration of Marine Concrete Using Ensemble Machine Learning. Cement and Concrete Research 136, 106164.
5
Cai, R., Hu, Y., Yu, M., Liao, W., Yang, L., Kumar, A., and Ma, H. (2020b) Skin Effect of Chloride Ingress in Marine Concrete: A Review on the Convection Zone. Construction and Building Materials 262, 120566.
6
Cao, Y., Gehlen, C., Angst, U., Wang, L., Wang, Z., and Yao, Y. (2019) Critical Chloride Content in Reinforced Concrete—An Updated Review Considering Chinese Experience. Cement and Concrete Research 117, 58-68.
7
Castellote, M., Andrade, C., and Alconso, C. (2001) Measurement of the Steady and Non-Steady-State Chloride Diffusion Coefficients in a Migration Test by Means of Monitoring the Conductivity in the Anolyte Chamber. Comparison with Natural Diffusion Tests. Cement and Concrete Research 31(10), 1411-1420.
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CEB (2010) CEP-FIP Model Code 2010. Lausanne, Switzerland; International Federation for Structural Concrete (fib), Comite Euro-International du Beton (CEB).
9
CEN (2013) Concrete–Part 1: Specification, Performance, Production And Conformity (European standard EN 206-1). Belgium, Brussels: European Committee for Standardization (CEN).
10
Cheewaket, T., Jaturapitakkul, C., and Chalee, W. (2012) Initial Corrosion Presented by Chloride Threshold Penetration of Concrete up to 10 Year-Results under Marine Site. Construction and Building Materials 37, 693-698.
11
Chung, C. W., Choi, J. U., Liyew, G., Kwon, S. J., Jang, S. Y. and Kim, H. K. (2024) Experimental Validation of the Impact of Initial Chloride Content on Mortar Properties and Corrosion Risk of Rebars. Journal of the Korea Concrete Institute 36(6), 541-551. (In Korean)
12
Guiglia, M., and Taliano, M. (2013) Comparison of Carbonation Depths Measured on In-Field Exposed Existing RC Structures with Predictions Made Using Fib-Model Code 2010. Cement and Concrete Composites 38, 92-108.
13
Helland, S. (2013) Design for Service Life: Implementation of Fib Model Code 2010 Rules in the Operational Code ISO 16204. Structural Concrete 14(1), 10-18.
14
Huynh, P. T., Ogawa, Y., Kawai, K., and Bui, P. T. (2023) Effect of Cement Type and Water-to-Binder Ratio on K-value of Low-Calcium Fly Ash for Concrete Compressive Strength. Journal of Materials in Civil Engineering 35(11), 04023427.
15
KCI (2022a) Concrete Standard Specification Durable Side (KDS 14 20 40: 2022). Sejong, Korea, Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)
16
KCI (2022b) Rebar Detailed Design Standard for Concrete Structure (KDS 14 20 50 : 2021). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)
17
KCI (2024) Normal Concrete (KCS 14 20 10). Seoul, Korea, Korea Concrete Institute (KCI). (In Korean)
18
Kim, J. E., Seo, J., Yang, K. H., and Kim, H. K. (2023) Cost and CO2 Emission of Concrete Incorporating Pretreated Coal Bottom Ash as Fine Aggregate: A Case Study. Construction and Building Materials 408, 133706.
19
Lee, H. W., Yoon, Y. S., Bae, S. C., and Kwon, S. J. (2023) Current Status of Chloride Content in Domestic Cement/Concrete and Recommendations for Related Specifications. Journal of the Korea Concrete Institute 35(5), 495-503.
20
Lee, Y. J., Kim, N. I., Cho, J. H., Seo, S. K., and Chu, Y. S. (2021) A Study on the Characteristics of Clinker and Cement as Chlorine Content. Resources Recycling 30(5), 10-16. (In Korean)
21
Mostafaei, H., Badarloo, B., Chamasemani, N. F., Rostampour, M. A., and Lehner, P. (2023) Investigating the Effects of Concrete Mix Design on the Environmental Impacts of Reinforced Concrete Structures. Buildings 13(5), 1313.
22
Park, S. K., and Kwon, S. J. (2021) Service Life Variation Considering Increasing Initial Chloride Content and Characteristics of Mix Proportions and Design Parameters. Journal of the Korean Recycled Construction Resources Institute 9(3), 236-245. (In Korean)
23
Saassouh, B., and Lounis, Z. (2012) Probabilistic Modeling of Chloride-Induced Corrosion in Concrete Structures using First-And Second-Order Reliability Methods. Cement and Concrete Composites 34(9), 1082-1093.
24
Šomodíková, M., Strauss, A., and Zambon, I. (2020) fib Models for Modeling of Chloride Ion Ingress and Concrete Carbonation: Levels of Assessment of Input Parameters. Structural Concrete 21(4), 1377-1384.