JKCI - Journal of the Korea Concrete Institute

1

ASTM C 1202 (2005) Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride ion Penetration. West Conshohocken, PA; ASTM International. 1-8.

2

Berke, N. S., and Hicks, M. C. (1994) Predicting Chloride Profiles in Concrete. Corrosion 50(3), 234-239.

3

JSCE (2007) Standard Specification for Concrete Structure: Design (JSCE-Guidelines for Concrete No.15). Tokyo, Japan; Japan Society of Civil Engineers (JSCE).

4

Jung, S. H., Ryu, H. S., Karthick, S., and Kwon, S. J. (2018) Time and Crack Effect on Chloride Diffusion for Concrete with Fly Ash. International Journal of Concrete Structures and Materials 12(1), 1-10.

5

KATS (2009) Corrosion of Metals and Alloys - Guidelines for Exposing and Evaluating Metals and Alloys in Surface Sea Water (KS D ISO 11306). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). 1-5. (In Korean).

6

KATS (2017) Standard Test Method for Acid-soluble Chloride in Mortar and Concrete (KS F 2714). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). 1-3. (In Korean).

7

KCI (2021) Durability Design Standard for Concrete Structure (KDS 14 20 40), Structural Concrete Design Code and Commentary. Seoul, Korea: Korea Concrete Institute (KCI). 652-653. (In Korean).

8

Kim, H. J., Yoon, Y. S., Yang, K. H., and Kwon, S. J. (2019) Durability and Purification Performance of Concrete Impregnated with Silicate and Sprayed with Photocatalytic. Construction and Building Materials 199, 106-114.

9

Kirkpatrick, T. J., Weyers, R. E., Anderson-Cook, C. M., and Sprinkel, M. M. (2002) Probabilistic Model for the Chloride-Induced Corrosion Service Life of Bridge Decks. Cement and Concrete Research 32(12), 1943-1960.

10

Lee, B. K., Kim, G. Y., Kim, G. T., Shin, K. S., and Nam, J. S. (2017) Chloride Ion Penetration Resistance of Slag-Replaced Concrete and Cementless Slag Concrete by Marine Environmental Exposure. Journal of the Korea Concrete Institute 29(3), 299-306. (In Korean)

11

Lee, J. S., and An, G. H. (2012) Penetration Properties of Airborne Chlorides on Concrete Exposed in Marine Environment. Journal of the Korea Concrete Institute 24(5), 553-558. (In Korean)

12

Lee, J. W., Kim, K. M., Bae, Y. K., and 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, Pyeongchang, Korea, 21-22 May 2004. Seoul, Korea: Korea Concrete Institute. 200-203. (In Korean)

13

Mehta, P. K., and Monteiro, P. M. (2009) Concrete: Structure, Properties, and Materials. 2nd ed. New Jersey, USA: Prentice Hall. 113-178.

14

Moon, H. Y., Kim, H. S., and Lee, S. T. (2002) Examination on the Deterioration of Concrete due to Seawater Attack. Journal of the Korean Society of Civil Engineers 22(1A), 171-179. (In Korean)

15

Nath, P., and Sarker, P. (2011) Effect of Fly Ash on the Durability Properties of High Strength Concrete. Procedia Engineering 14, 1149-1156.

16

Oh, S. G. (2009) The Change of Chloride Attack Resistibility of Concrete Damaged Due to Freezing-Thawing. Journal of the Architectural Institute of Korea 25(4), 169-176. (In Korean)

17

Polder, R. B., van der Wegen, G., and Boutz, M. (2007) Performance Based Guideline for Service Life Design of Concrete for Civil Engineering Structures – A Proposal Discussed in the Netherlands. In International RILEM Workshop on Performance Based Evaluation and Indicators for Concrete Durability, Madrid, Spain, 19-21 March 2006. Bd Newton, USA: RILEM. 31-39.

18

Qu, F., Li, W., Guo, Y., Zhang, S., Zhou, J. L., and Wang, K. (2022) Chloride-Binding Capacity of Cement-GGBFS- Nanosilica Composites under Seawater Chloride-Rich Environment. Construction and Building Materials 342, 127890.

19

Seo, J. S., Lee, B. C., and Jung, S. H. (2017) Evaluation of Properties of Reinforced Concrete Exposed to Marine Environment and Corrosion Characteristics of Rebar. Journal of the Korea Concrete Institute 28(6), 597-605. (In Korean)

20

Yang, K. H., Mun, J. H., Yoon, Y. S., and Kwon, S. J. (2018) Effects of Loading Conditions and Cold Joint on Service Life Against Chloride Ingress. Computers and Concrete 22(3), 319-326.

21

Yoo, J. G. (2010) Durability Design of Concrete and Evaluation of Field Application on Reinforced Concrete Structure Exposed to Marine Environment. Ph.D. Thesis. Chungnam National University. (In Korean)

22

Yoon, Y. S. (2021) Evaluation of Service Life for RC Girder Under Chloride Ingress With Probabilistic Analysis Considering Stress And Cold Joint Effects. Ph.D. Thesis. Hannam University. (In Korean)

23

Yoon, Y. S., Jung, G. C., and Kwon, S. J. (2022b) The Comparison of Apparent Chloride Diffusion Coefficients in GGBFS Concrete Considering Sea Water Exposure Conditions. Journal of the Korea Institute for Structural Maintenance and Inspection 26(2), 18-27. (In Korean)

24

Yoon, Y. S., Kwon, S. J., Kim, K. C., Kim, Y., Koh, K. T., Choi, W. Y., and Lim, K. M. (2023) Evaluation of Durability Performance for Chloride Ingress Considering Long-Term Aged GGBFS and FA Concrete and Analysis of the Relationship between Concrete Mixture Characteristic and Passed Charge Using Machine Learning Algorithm. Materials 16(23), 7459.

25

Yoon, Y. S., Lee, J. S., Min, J. Y., and Kwon, S. J. (2022a) Behavior of Apparent Chloride Diffusion Coefficient of Fly Ash Concrete under Long-Term Marine Exposure. Advances in Concrete Construction 14(6), 369-380.

26

Yoon, Y. S., Park, J. S., Park, K. T., and Kwon, S. J. (2017) Evaluation of Tension Behavior in FRP Hybrid Bar Affected by UV Exposure and Freezing/Thawing Tests. Journal of the Korean Recycled Construction Resources Institute 5(2), 130-136. (In Korean).

27

Yoon, Y. S., Ryu, H. S., Lim, H. S., Koh, K. T., Kim, J. S., and Kwon, S. J. (2018) Effect of Grout Conditions and Tendon Location on Corrosion Pattern in PS Tendon in Grout. Construction and Building Materials 186, 1005-1015.

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute