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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. 2020-06 (Vol.24 No.3)
  4. 10.11112/jksmi.2020.24.3.47
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References

1 
Metha, P. K., Monteiro, P. M. (2009), Concrete-Structure, properties, and materials, 2nd edition, prentice Hall, New-Jersey, 113-171.Google Search
2 
KCI(Korea Concrete Institute), (1996), Latest Concrete Engineering, Kimoondang, Seoul, 453-459.Google Search
3 
Korea Expressway Corporation, (2002), Establishment of Management and Maintenance of Concrete Structure for DurabilityGoogle Search
4 
Oh, K. S., Park, K. T., Kwon, S. J. (2016), Evaluation of Anti-Corrosion Performance of FRP Hybrid Bar with Notch in GGBFS Concrete, Journal of the Korea Institute for Structural Maintenance and Inspection, 20(4), 51-58.DOI
5 
Moon, H. Y., Kim, H. S., 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.Google Search
6 
Kirkpatrick, T. J., Weyers, R. E., Anderson-Cook, C. M., 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
7 
Nath, P., Sarker, P. (2011), Effect of Fly Ash on the Durability Properties of High Strength Concrete, Procedia Engineering, 14, 1149-1156.DOI
8 
Jau, W. C., Tsay, D. S. (1998), A Study of The Basic Engineering Properties of Slag Cement Concrete and Its Resistance to Seawater Corrosion, Cement and Concrete Research, 28(10), 1363-1371.DOI
9 
Kouloumbi, N., Batis, G., Malami, C. H. (1994), The anticorrosive effect of fly ash, slag and a Greek pozzolan in reinforced concrete, Cement and Concrete Composites, 16(4), 253-260.DOI
10 
KDS 14 20 40, (2016), Standard for Durability Design of Concrete Structures, Ministry of Land, Infrastructure and Transport, 12-18.Google Search
11 
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
12 
Kim, J., McCarter, W. J., Suryanto, B., Nanukuttan, S., Basheer, P. A. M., Chrisp, T. M. (2016), Chloride ingress into marine exposed concrete: A comparison of empirical-and physically-based models, Cement and Concrete Composites, 72, 133-145.DOI
13 
Kwon, S. J. (2016), Effect of Time-dependent Diffusion and Exterior Conditions on Service Life Considering Deterministic and Probabilistic Method, Journal of the Korea Institute for Structural Maintenance and Inspection, 20(6), 65-72.DOI
14 
Kwon, S. J., Na, U. J., Park, S. S., Jung, S. H. (2009), Service life prediction of concrete wharves with early-aged crack: Probabilistic approach for chloride diffusion, Structural Safety, 31, 75-83.DOI
15 
CEB., (2006), Model code for service life design, The International Federation for Structural Concrete (fib), Task Group 5.6.Google Search
16 
EN 1991., (2000), Eurocode 1: Basis of design and actions on structures, CENGoogle Search
17 
SERI., (2003), Evaluation of chloride ion diffusion characteristics of high durability concrete, Samsung Engineering Research Institute, Final reportGoogle Search
18 
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, 게재예정, 30Google Search
19 
Yoon, Y. S., Cho, S. J., 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, 32(2), 1-9.DOI
20 
Oh, B.H., Kim, K.W., Park, D.G. (2004), Study on The Concrete with Polycarboxylate Superplasticizer, KCI 2004 Fall Conference, Korea Concrete Institute (KCI), Seoul, 279-282.Google Search
21 
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.Google Search
22 
ASTM C 1202., (2005), Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration, American Society for Testing and MaterialsGoogle Search
23 
Berke, N. S., Hicks, M. C. (1994), Predicting Chloride Profiles in Concrete, CORROSION, 50(3), 234-239.DOI
24 
KS F 2405., (2015), Standard Test Method for Compressive Strength of Concrete, KSSN, 1-3.Google Search
25 
Thomas M. D, A., Bentz, E. C. (2002), Computer Program for Predicting the Service Life and Life-cycle Costs of Reinforced Concrete Exposed to Chlorides(Life365 Manual), SFAGoogle Search
26 
Polder, R. B., van der Wegen, G., Boutz, M. (2007), Performance based guideline for service life design of concrete for civil engineering structures – A proposal discussed in the Netherlands, International RILEM Workshop on Performance Based Evaluation and Indicators for Concrete Durability, RILEM, Madrid, 31-39.Google Search
27 
KCI., (2012), Concrete Standard Specification-Durability Part, Korea Concrete InstituteGoogle Search