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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2026-10 (Vol.38 No.5)
  4. 10.4334/JKCI.2026.38.5.621
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References

1 
ACI Committee 209 (2008) Guide for Modeling and Calculating Shrinkage and Creep in Hardened Concrete (ACI 209.2R-08) Farmington Hills, MI: American Concrete Institute (ACI). Google Search
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Bamforth, P. B. (2018) Control of Cracking Caused by Restrained Deformation in Concrete (CIRIA C766) London, UK: CIRIA. Google Search
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CEN (2011) Cement—Part 1: Composition, Specifications and Conformity Criteria for Common Cements (EN 197-1:2011) Brussels, Belgium: European Committee for Standardization (CEN). Google Search
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CEN (2016) Methods of Testing Cement—Part 1: Determination of Strength (EN 196-1:2016) Brussels, Belgium: European Committee for Standardization (CEN). Google Search
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CEN (2023) Eurocode 2: Design of Concrete Structures—Part 1-1: General Rules and Rules for Buildings, Bridges and Civil Engineering Structures (EN 1992-1-1:2023) Brussels, Belgium: European Committee for Standardization (CEN). Google Search
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fib (2013) fib Model Code for Concrete Structures 2010 Berlin, Germany: Ernst & Sohn. Google Search
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Gardner, N. J., and Lockman, M. J. (2001) Design Provisions for Drying Shrinkage and Creep of Normal-Strength Concrete. ACI Materials Journal 98(2), 159-167. DOI
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Han, S. H., Kim, J. K., and Park, Y. D. (2003) Prediction of Compressive Strength of Fly Ash Concrete by New Equation Method. ACI Materials Journal 100(6), 448-454. Google Search
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JSCE (2017) Standard Specifications for Concrete Structures: Design Tokyo, Japan: Japan Society of Civil Engineers (JSCE). Google Search
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KATS (2022a) Portland Blast-Furnace Slag Cement (KS L 5210) Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). Google Search
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KATS (2022b) Portland Fly Ash Cement (KS L 5211) Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). Google Search
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KCI (2022a) Design Standard for Concrete Structures: General Rules (KDS 14 20 01) Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). Google Search
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KCI (2022b) Standard Specification for Concrete Construction: General Concrete (KCS 14 20 10) Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). Google Search
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KCI (2022c) Standard Specification for Concrete Construction: Mass Concrete (KCS 14 20 42) Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). Google Search
15 
Ahn, T. H., Yang, K. H., and Jeon, Y. S. (2021) Evaluation on Workability and Compressive Strength Development of Concrete Using Modified Fly-Ash by Vibration Grinding. Journal of the Korean Recycled Construction Resources Institute 9(1), 66-74. Google Search
16 
Lee, B., and Lee, J. S. (2023) Review of Compressive Strength Development Models by W/C Ratio Involving Concrete Specimens Exposed to a Seaside Environment for 15 Years. Journal of the Korea Concrete Institute 35(4), 389-395. DOI
17 
Lee, S. M., Sung, H. S., and Kang, T. H. K. (2022) Comparison of Performance for Predicting Compressive Strength of Concrete Using Machine Learning. Journal of the Korea Concrete Institute 34(5), 505-513. DOI
18 
Mesfin, W. M., Kim, G., and Kim, H. K. (2025) Concrete Section Segmentation with Advanced Deep Learning Models and Refined Labeling Approaches. Expert Systems with Applications 281, 127697. DOI
19 
Min, H. E., and Kim, H. S. (2025) Machine-Learning-Based Concrete Strength Prediction Considering Effect of High-Temperature Exposure and Supplementary Cementitious Material (SCM) Content. Journal of the Korea Concrete Institute 37(1), 37-47. DOI
20 
Woldeamanuel, M. M., Kim, T., Cho, S., and Kim, H. K. (2023) Estimation of Concrete Strength Using Thermography Integrated with Deep-Learning-Based Image Segmentation: Case Studies and Economic Analysis. Expert Systems with Applications 213, 119249. DOI
21 
Jung, Y. B., and Yang, K. H. (2015) Mixture-Proportioning Model for Low-CO2 Concrete Considering the Type and Addition Level of Supplementary Cementitious Materials. Journal of the Korea Concrete Institute 27(4), 427-434. DOI