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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. 2026-04 (Vol.38 No.2)
  4. 10.4334/JKCI.2026.38.2.251
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References

1 
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Ann, K. Y., Jung, M. S., Shim, H. B., and Shin, M. C. (2011) Effect of Electrochemical Treatment in Inhibiting Corrosion of Steel in Concrete. ACI Materials Journal 108(5), 485-492. DOI
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Basheer, P. A. M., McCauley, A., and Long, A. E. (1997) Influence of Moisture Condition of Concrete on the Performance of Surface Treatments. Fourth CANMET/ACI International Conference on Durability of Concrete American Concrete Institute, Farmington Hills, MI, SP-170, 1049-1072 DOI
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Bofldt, M., and Nyman, B. (2001) Penetration Depth of Hydrophobic Impregnating Agents for Concrete. Proceedings of 3rd International Conference on Surface Technology with Water Repellent Agents Berlin: Aedificatio Publishers, 133-142 Google Search
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Bush, D. T., Kamel, A. A., and Kalluri, P. A. (1997) Influence of Field Variables on Laboratory Performance of Silane Treated Concrete. ACI Materials Journal 94(3), 193-202. DOI
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Carter, P. D. (1994) Evaluation of Dampproofing Performance and Effective Depth of Silane Sealers in Concrete. Concrete Bridges in Aggressive Environments American Concrete Institute, Farmington Hills, MI, SP-151, 95-118 Google Search
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Dai, J. G., Akira, Y., Yokota, Y., and Wittmann, F. H. (2007) Various Surface Impregnation Treatments of Pre-Conditioned Concrete Subjected to Seawater Immersion Test. Restoration of Building and Monuments 13(4), 229-240. DOI
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Glass, G. K., and Buenfeld, N. R. (2000) The Influence of Chloride Binding on the Chloride-Induced Corrosion Risk in Reinforced Concrete. Corrosion Science 42(2), 329-344. DOI
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ISO 18726 (2025) Assessment, Prevention, and Repair for Steel Corrosion in Reinforced Concrete Structures. International Organization for Standardization (ISO) Geneva, Switzerland Google Search
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Johansson, A., Janz, M., Silfwerbrand, J., and Trägårdh, J. (2007) Penetration Depth for Water Repellent Agents in Concrete as a Function of Humidity, Porosity, and Time. Restoration of Building and Monuments 13(2), 3-16. DOI
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KATS (2017) Standard Test Method for Resistance of Concrete to Chloride Ion Penetration by Electrical Conductance (KS F 2711). Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA) Seoul, Korea (In Korean) Google Search
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KATS (2023) Coating Materials for the Protection of Concrete (KS F 4936). Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA) Seoul, Korea (In Korean) Google Search
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Kwon, S.-J., Park, S.-S., and Lho, B.-C. (2008) Durability Evaluation of Inorganic-Impregnated Concrete Exposed to Long-Term Chloride Exposure Test. Journal of the Korea Concrete Institute 20(3), 283-290. (In Korean) DOI
18 
Kwon, S.-J., Park, S.-S., Lee, S.-M., and Kim, J.-H. (2007a) A Study on Durability Improvement for Concrete Structures Using Surface Impregnant. Journal of the Korea Institute for Structural Maintenance and Inspection 11(4), 79-90. (In Korean) Google Search
19 
Kwon, S.-J., Park, S.-S., Lee, S.-M., and Kim, J.-W. (2007b) Selection of Concrete Surface Impregnant through Durability Tests. Journal of the Korea Institute for Structural Maintenance and Inspection 11(6), 77-87. (In Korean) Google Search
20 
Meier, S. M., and Wittmann, F. H. (2001) Influence of Concrete Quality, Its Age and Moisture Content, on the Penetration Depth of Water Repellent Agents. Proceedings of 3rd International Conference on Surface Technology with Water Repellent Agents Berlin: Aedificatio Publishers, 123-132 Google Search
21 
Song, H. W., Lee, C. H., and Ann, K. Y. (2008a) Factors Influencing Chloride Transport in Concrete Structures Exposed to Marine Environments. Cement and Concrete Composites 30(2), 113-121. DOI
22 
Song, H. W., Lee, C. H., Jung, M. S., and Ann, K. Y. (2008b) Development of Chloride Binding Capacity in Cement Pastes and Influence of the pH of Hydration Products. Canadian Journal of Civil Engineering 35(12), 1427-1434. DOI
23 
Zhan, H., Wittmann, F. H., and Zhao, T. R. (2005) Relation between the Silicon Resin Profiles in Water Repellent Treated Concrete and the Effectiveness as a Chloride Barrier. Restoration of Building and Monuments 11(1), 35-46. DOI