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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. 2022-10 (Vol.26 No.5)
  4. 10.11112/jksmi.2022.26.5.112
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References

1 
ACI Committee 365, (2000), Service Life Prediction State of the Art ReportGoogle Search
2 
ACI Committee 209, (1997), Prediction of Creep, Shrinkage and Temperatrue Effects in Concrete Structures, American Concrete InstituteGoogle Search
3 
An, J.-H., Jeon, S.-I., Nam, J.-H., Kwon, S.-A. (2011), An Experimental Study on Relation between compressive strength and Shear Wave velocity for characteristics of coarse aggregate size and type of cement, J. Korean Soc. Road Engineers, 13(1), 169-175.DOI
4 
ASTM C 39/C 39M, (2021), Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensGoogle Search
5 
ASTM C 136, (2006), Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesGoogle Search
6 
ASTM C 1202, (2019), Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion PenetrationGoogle Search
7 
ASTM C 191, (2021), Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat NeedleGoogle Search
8 
Choinska, M., Khelidj, A., Chatzigeorgiou, G., Pijaudier- Cabot, G. (2007), Effects and interactions of temperature and stress-level related damage on permeability of concrete, Cem. Concr. Res., 37(1), 79-88.DOI
9 
CEB-FIP, (1999), Structural Concrete : Textbook on Behaviour, Design and Performance, International Federation for Structural Concrete (Fib), 224Google Search
10 
CEB-FIP, (2006), Model Code for Service Life Design, The International Federation for Structural Concrete (fib), Task Group 5.6, 16-33Google Search
11 
Korea Institute of Nuclear Safety, (1993), Development of Safety Assessment Technique on the Structural Aging Degradations in NPP Concrete Structures, KINS/GR-062Google Search
12 
Korea Institute of Construction Technology, (1996), Deterioration of Safety Related Concrete Structures in Nuclear Power PlantsGoogle Search
13 
Kim, D.-H., Lee, S.-S., Song, H.-Y., Kim, E.-Y. (2004), An experimental study on the properteis of concrete according to G/S ratio classified by maximum size of coarse aggregate, J. Korea Inst. Bld. Const, 4(2), 97-103.DOI
14 
KS L ISO 9597, (2019), Determination of setting time and soundness of cementsGoogle Search
15 
KS F 2711, (2017), Standard test method for resistance of concrete to chloride ion penetration by electrical conductanceGoogle Search
16 
Lee, C.-M., Yoon, E.-S., Kim, S.-S. (2019), A Study of Time Dependent Diffusion for Prediction Service Life in NPPs Safety Related Concrete Structures, J. Korea Inst. Struct. Maint. Insp., 23(3), 136-142.DOI
17 
Lee, S.-H., Kwon, S.-J. (2012), Experimental study on the relationship between time-dependent chloride diffusion coefficient and compressive strength, J. Korea Conc. Inst., 24(6)), 715-726.DOI
18 
Ministry of Land Infrastructure and Transport (MLIT), (2009), Concrete Standard Specification Appendix II Evaluation Concrete Durability, 637-672.Google Search
19 
Shakouri, M., Trejo, D. (2017), A time-variant model of surface chloride build-up for improved service life predictions, Cem. Concr. Compos., 84, 99-110.DOI
20 
Wang, J., Basheer, P. A. M., Nanukuttan, S. V. (2016), Influence of service loading and the resulting micro-cracks on chloride resistance of concrete, Constr. Build. Mater, 108, 56-66.DOI