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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. 2023-10 (Vol.35 No.5)
  4. 10.4334/JKCI.2023.35.5.495
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References

1 
ACI Committee 201 (2008) Guide to Durable Concrete (ACI 201. 2R-08). Farmington Hills, MI: American Concrete Institute (ACI).URL
2 
ACI Committee 222 (2008) Protection of Metals in Concrete Against Corrosion (ACI 222.2R-08). Farmington Hills, MI: American Concrete Institute (ACI).URL
3 
ACI Committee 318 (2014) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318 R-14). Farmington Hills, MI: American Concrete Institute (ACI).URL
4 
ACI Committee 365 (2017) Report on Service Life Prediction (ACI 365.1R-17). Farmington Hills, MI: American Concrete Institute (ACI). 42-45.URL
5 
Broomfield, J. P. (1997) Corrosion of Steel in Concrete: Understanding, Investigation and Repair. UK, London: E&FN, 1-15.URL
6 
CBMA (2007) Common Portland Cement (GB 175-2007). China, Beijing: Standardization Administration of China. China Building Materials Academy (CBMA).URL
7 
CEN (2013) Concrete - Part 1: Specification, Performance, Production and Conformity (European Standard EN 206-1). Belgium, Brussels: European Committee for Standardization (CEN).URL
8 
JSA (2009) Portland Cement (JIS R 5210). Tokyo, Japan: Japanese Standards Association (JSA), Japanese Industrial Standard (JIS). (In Japanese)URL
9 
JSA (2019) Ready-Mixed Concrete (JIS A 5308). Tokyo, Japan: Japanese Standards Association (JSA), Japanese Industrial Standard (JIS). (In Japanese)URL
10 
JSCE (2007) Standard Specifications for Concrete Structures- Materials and Construction. JSCE Guidelines for Concrete, No.16. Tokyo, Japan: Japan Society of Civil Engineers (JS CE).URL
11 
KATS (2022a) Ready-Mixed Concrete (KS F 4009). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). 1-9. (In Korean)URL
12 
KATS (2022b) Cement - Test Methods - Determination of Strength (KS L ISO679 4009). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). 1-32. (In Korean)URL
13 
KATS (2022c) Standard Test Method for Water-Soluble Chloride in Mortar and Concrete (KS F 2715). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). 1-4. (In Korean)URL
14 
KCI (2021a) 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)URL
15 
KCI (2021b) Normal Concrete (KCS 14 20 10), Structural Concrete Design Code and Commentary. Seoul, Korea, Korea Concrete Institute (KCI).URL
16 
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.DOI
17 
Kwon, S. J. (2017) Service Life Prediction for Concrete Girder Exposed to Chloride Attack Considering Effects of Loading Conditions and Cold Joint. Journal of the Korea Concrete Institute 29(6), 563-569. (In Korean)URL
18 
Kwon, S. J., Ryu, H. S., and Cheon, J. H. (2017) Relationship between Age and Chloride Diffusivity in Concrete for Nuclear Power Plant Considering Crack Width. Journal of the Korea Concrete Institute 29(6), 537-543. (In Korean)URL
19 
Lee, S. K., and Zielske, J. (2014) An FHWA Special Study: Post- Tensioning Tendon Grout Chloride Thresholds (FHWA-HRT- 14-039). USA, McLean: Federal Highway Administration. 7-20.URL
20 
Metha, P. K., and Monteiro, P. N. (1993) Concrete-Structure, Properties, and Materials. 2nd edition. USA, New-Jersey: Prentice Hall. 1-7.URL
21 
MOHURD (2010) Code for Design of Concrete Structures (GB 50010-2010). China, Beijing: China Architecture & Building Press. Ministry of Housing and Urban-Rural Development of the People’s Republic of China (MOHURD).URL
22 
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)URL
23 
Park, J. H. (2020) Evaluation of Critical Chloride Content of Rebar for Durability Design of Reinforced Concrete with Additive. Ph.D. Thesis. Hanyang University. (In Korean)URL
24 
Park, S. K., and Kwon, S. K. (2021) Service Life Variation considering Increasing Initial Chloride Content and Characteristics of Mix Proportions and Design Parameters. Journal of the Korean Recycled Construction Resources Institute 9(3), 236-245. (In Korean)DOI
25 
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.DOI