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1 
Jang, S. Y., Lee, J. H., Choi, J. G., and Jang, S. P. (2015) Durability Design for RC Structures Subjected to Chloride Attack. Magazine of the Korea Concrete Institute 27(5), 25-29. (In Korean)Google Search
2 
JSCE (2002) Standard Specifications for Concrete Structures, JSCE Guidelines for Concrete, 94-114.Google Search
3 
KCI (2009) Korea Standard Specification, Korea Concrete Institute.Google Search
4 
KCI (2012) Structural Concrete Design Code, Korea Concrete Institute.Google Search
5 
Kim, J. S., Jung, S. H., Kim, J. H., Lee, G. M., and Bae, S. H. (2006) Probability-Based Durability Analysis of Concrete Structures under Chloride Attack Environments. Journal of the Korea Concrete Institute 18(2), 239-248. (In Korean)DOI
6 
Kim, K. H., Cha, S. W., Choi, J. G., and Jang, S. P. (2006) Design Parameter of Chloride Attack for the Specified Target Reliability Index, Proceedings of the Korea Concrete Institute. (In Korean)Google Search
7 
Kim, M. H., Kim, G. Y., Cho, B. S., and Kim, Y. S. (2007) Performance Evaluation of Repair Material and Method for Reinforced Concrete Structure by Long Term Exposure Experiment. Journal of the Korea Concrete Institute 19(1), 39-46. (In Korean)DOI
8 
Lee, C. S. and Kim, M. W. (2014) Prediction of Service Life for Marine Concrete Structures by Exposure Experiments. Journal of the Korean Society of Hazard Mitigation 14(3), 341-349. (In Korean)DOI
9 
Lee, K. H., Kim, J. B., Bae, J. Y., Seo, S. S., Jo, S. H., and Roh, H. S. (2008) An Experimental Study on the Improvement of Early Strength and Chloride Attack Resistance for Marine Concrete. Journal of the Korea Concrete Institute 20(2), 661-664. (In Korean)Google Search
10 
RILEM (1996) Durability Design of Concrete Structures, Report of RILEM Technical Committee 130-CSL.Google Search
11 
RILEM (2000) Duracrete Probabilistic Performance based Durability of Concrete Structures, Duracrete Final Report.Google Search
12 
Shin, K. J., Kim, J. H., Lee, G. M., Kim, J. S., and Bae, S. H. (2007) Durability Analysis of Concrete Structures under Chloride Attack Environments using Reliability Index. Proceedings of the Korea Concrete Institute, 689-692. (In Korean)Google Search
13 
Shin, K. J., Lee, G. M., Kim, J. S., and Bae, S. H. (2012) Simplified Chloride Durability Design with Charts. Proceedings of the Korea Concrete Institute 24(2), 697-698. (In Korean)Google Search
14 
Song, H. W. Back, S. W., and An, K. Y. (2007) Time Dependent Chloride Transport Evaluation of Concrete Structures Exposed to Marine Environment. Journal of the Korea Concrete Institute 19(5), 585-593. (In Korean)DOI
15 
Song, H. W., Lee, C. H., Lee, K. J., and An K. Y. (2009) A Study on Chloride Threshold Level of Blended Cement Mortar Using Polarization Resistance Method. Journal of the Korea Concrete Institute 21(3), 243-253. (In Korean)DOI
16 
Thomas, M. D. A. and Bentz, E. C. (2014) Life-365 Manual, released with program by Master Builders at www.Master builders.com.Google Search