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Journal of the Korea Concrete Institute

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

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  3. 2019-03 (Vol.23 No.2)
  4. 10.11112/jksmi.2019.23.2.1
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1. 
ASTM C 1202 (2005), Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration, American Society for Testing and Materials.Google Search
2. 
Al-Amoudi, O. S. B., Al-Kutti, W. A., Ahmad, S., Maslehuddin, M. (2009), Correlation between Compressive Strength and Certain Durability Indices of Plain and Blended Cement Concretes, Cement and Concrete Composites, 31(9), 672-676.DOI
3. 
Berke, N. S., Hicks, M. C. (1994), Predicting Chloride Profiles in Concrete, CORROSION, 50(3), 234-239.DOI
4. 
Jeong, J. Y., Jang, S. Y., Choi, Y. C., Jung, S. H., Kim, S. I. (2015), Effects of Replacement Ratio and Fineness of GGBFS on the Hydration and Pozzolanic Reaction of High-Strength High-Volume GGBFS Blended Cement Pastes, Journal of the Korea Concrete Institute, 27(2), 115-125.DOI
5. 
KCI(Korea Concrete Institute) (1996), Latest Concrete Engineering, Kimoondang, Seoul, 453-459.Google Search
6. 
KCI(Korea Concrete Institute) (2011), Concrete and Environment, Kimoondang, Seoul, 28-36.Google Search
7. 
KS F 2405 (2015), Standard Test Method for Compressive Strength of Concrete, KSSN.Google Search
8. 
Lee, J. W., Kim, K. M., Bae, Y. K., Lee, J. S. (2004), Study on the field application according to the early strength of the concrete admixed with polycarboxylate superplasticizer, In Korea Concrete Institute academic conference, Korea Concrete Institute, Pyoengchang, 200-203.Google Search
9. 
Lee, S. H., Kwon, S. J. (2012), Experimental Study on the Relationship between Time-Dependent Chloride Diffusion Coefficient and Compressive Strength, Journal of the Korea Concrete Institute, 24(6), 715-726.DOI
10. 
Metha, P. K., Monteiro, P. M. (2009), Concrete-Structure, properties, and materials, 2nd edition, prentice Hall, New-Jersey, 1-7.Google Search
11. 
Maekawa, K., Ishida, T., Kishi, T. (2003), Multi-Scale Modeling of Concrete Performance, Journal of Advanced Concrete Technology, 1(2), 91-126.DOI
12. 
NT BUILD 492 (1999), Concrete, Mortar and Cement-Based Repair Materials: Chloride Migration Coefficient from Non-Steady-State Migration Experiments, NORDTEST.Google Search
13. 
Oh, K. S., Moon, J. M., Park, K. T., Kwon, S. J. (2016), Evaluation of Load Capacity Reduction in RC Beam with Corroded FRP Hybrid Bar and Steel, Journal of the Korea Institute for Structural Maintenance and Inspection, 20(2), 10-17.DOI
14. 
Park, J. S., Yoon, Y. S., Kwon, S. J. (2018), Relations Analysis between Strength and Time-parameter in High Performance Concrete Containing GGBFS Cured for 1 year, Journal of the Korea Concrete Institute, 30(4), (accepted).DOI
15. 
RILEM (1994), Durability Design of Concrete Structures, Report of RILEM Technical Committee 130-CSL, E&FN, London, 28-52.Google Search
16. 
SERI (2003), Evaluation of chloride ion diffusion characteristics of high durability concrete, Samsung Engineering Research Institute.Google Search
17. 
Song, H. W., Kwon, S. J., Byun, K. J., Park, C. K. (2005), A Study on Analytical Technique of Chloride Diffusion Considering Characteristics of Mixture Design for High Performance Concrete using Mineral Admixture, Journal of the Korean Society of Civil Engineers, 25(1A), 213-223.Google Search
18. 
Song, H. W., Pack, S. W., Lee, C. H., Kwon, S. J. (2006), Service Life Prediction of Concrete Structures under Marine Environment Considering Coupled Deterioration, Journal of Restoration of Building and Monument, 12(4), 265–284.DOI
19. 
Tang, L., Nilsson, L. O. (1992), Rapid Determination of the Chloride Diffusivity in Concrete by Applying an Electrical Field, ACI Materials journal, 89(1), 49-53.DOI
20. 
Thomas, M. D. A., Bamforth, P. B. (1999), Modelling chloride diffusion in concrete: Effect of fly ash and slag, Cement and concrete research, 29(4), 487-495.DOI
21. 
Yoon, Y. S., Kwon, S. J. (2018), Evaluation of Time- Dependent Chloride Resistance in HPC containing Fly Ash Cured for 1 year, Journal of the Korea Institute for Structural Maintenance and Inspection, (accepted).Google Search