JKCI - Journal of the Korea Concrete Institute

1

Alonso, C., Castellote, M., and Andrade, C. (2002) Chloride Threshold Dependence of Pitting Potential of Reinforcements. Electrochimica Acta 47(21), 3469-3481.

2

Angst, U., Elsener, B., Larsen, C. K., and Vennesland, Ø. (2009) Critical Chloride Content in Reinforced Concrete—A Review. Cement and Concrete Research 39(12), 1122-1138.

3

Chang, P. K., Peng, Y. N., and Hwang, C. L. (2001) A Design Consideration for Durability of High-Performance Concrete. Cement and Concrete Composites 23(4-5), 375-380.

4

Deby, F., Carcasses, M., and Sellier, A. (2009) Toward a Probabilistic Design of Reinforced Concrete Durability: Application to a Marine Environment. Materials and Structures, 42, 1379-1391.

5

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.

6

Hussain, S. E., Al-Musallam, A., and Al-Gahtani, A. S. (1995) Factors Affecting Threshold Chloride for Reinforcement Corrosion in Concrete. Cement and Concrete Research 25(7), 1543-1555.

7

Hwang, J. W., and Kwon, S. J. (2024) Temperature-Dependent Diffusion Coefficient of Chloride Ion in UAE Concrete. Journal of the Korea Institute for Structural Maintenance and Inspection 28(4), 48-54.

8

Jang, S. Y., Karthick, S., and Kwon, S. J. (2017) Investigation on Durability Performance in Early Aged High‐Performance Concrete Containing GGBFS and FA. Advances in Materials Science and Engineering 2017(1), 3214696.

9

Jang, S. Y., Yoon, Y. S., and Kwon, S. J. (2018) Derivation of Optimum GGBFS Replacement with Durability Design Parameters. Journal of the Korean Recycled Construction Resources Institute 6(1), 36-42.

10

Khan, M. U., Ahmad, S., and Al-Gahtani, H. J. (2017) Chloride‐Induced Corrosion of Steel in Concrete: An Overview on Chloride Diffusion and Prediction of Corrosion Initiation Time. International Journal of Corrosion 2017(1), 5819202.

11

Kwon, S. J., Na, U. J., Park, S. S., and Jung, S. H. (2009) Service Life Prediction of Concrete Wharves with Early-Aged Crack: Probabilistic Approach for Chloride Diffusion. Structural Safety 31(1), 75-83.

12

Lakshmi, A., Pandit, P., Nayak, G., Bhagwat, Y., and Kumar, S. (2024) Influence of Corrosion-Based Section Loss on Morphology and Tensile Capacity of Pre-Stressing Strands. Journal of Structural Integrity and Maintenance, 9(1).

13

Lee, S. H., and 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.

14

Li, K., Zhang, D., Li, Q., and Fan, Z. (2019a) Durability for Concrete Structures in Marine Environments of HZM Project: Design, Assessment and Beyond. Cement and Concrete Research 115, 545-558.

15

Li, K., Zhao, F., and Zhang, Y. (2019b) Influence of Carbonation on the Chloride Ingress into Concrete: Theoretical Analysis and Application to Durability Design. Cement and Concrete Research 123, 105788.

16

Liu, Q., Sun, L., Zhu, X., Xu, L., and Zhao, G. (2022) Chloride Transport in the Reinforced Concrete Column under the Marine Environment: Distinguish the Atmospheric, Tidal- Splash and Submerged Zones. Structures 39, 365-377.

17

Luping, T., and Gulikers, J. (2007) On the Mathematics of Time-Dependent Apparent Chloride Diffusion Coefficient in Concrete. Cement and Concrete Research 37(4), 589-595.

18

Nogueira, C. G., and Leonel, E. D. (2013) Probabilistic Models Applied to Safety Assessment of Reinforced Concrete Structures Subjected to Chloride Ingress. Engineering Failure Analysis 31, 76-89.

19

Park, J. S., Yoon, Y. S., and Kwon, S. J. (2017) Strength and Resistance to Chloride Penetration in Concrete Containing GGBFS with Ages. Journal of the Korea Concrete Institute 29(3), 307-314.

20

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.

21

Shakouri, M., and Trejo, D. (2018) A Study of the Factors Affecting the Surface Chloride Maximum Phenomenon in Submerged Concrete Samples. Cement and Concrete Composites 94, 181-190.

22

Shi, X., Xie, N., Fortune, K., and Gong, J. (2012) Durability of Steel Reinforced Concrete in Chloride Environments: An Overview. Construction and Building Materials 30, 125-138.

23

So, H. S., Choi, S. H., Seo, C. S., Seo, K. S., and So, S. Y. (2014) Influence of Temperature on Chloride Ion Diffusion of Concrete. Journal of the Korea Concrete Institute 26(1), 71-78.

24

Thomas, M. D., and Bamforth, P. B. (1999) Modelling Chloride Diffusion in Concrete: Effect of Fly Ash and Slag. Cement and Concrete Research 29(4), 487-495.

25

Val, D. V., and Trapper, P. A. (2008) Probabilistic Evaluation of Initiation Time of Chloride-Induced Corrosion. Reliability Engineering & System Safety 93(3), 364-372.

26

Violetta, B. (2002) Life-365 Service Life Prediction Model. Concrete International 24(12), 53-57.

27

Wang, C. (2021) Explicitly Assessing the Durability of RC Structures Considering Spatial Variability and Correlation. Infrastructures 6(11), 156.

28

Yang, K. H., Kwon, S. J., Hwang, J. W., and Yoon, Y. S. (2023) Temperature Effect on Strength and Chloride Migration in Nuclear Power Plant Concrete. Construction and Building Materials 405, 133345.

29

Yoon, Y. S., Cho, S. J., and Kwon, S. J. (2019) Prediction Equation for Chloride Diffusion In Concrete Containing GGBFS Based on 2-Year Cured Results. Journal of the Korea Institute for Structural Maintenance and Inspection 23(2), 1-9.

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute