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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2017-12 (Vol.29 No.6)
  4. 10.4334/JKCI.2017.29.6.537
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1 
Al-Amoudi, O. S. B., Al-Kutti, W. A., Ahmad, S., and Maslehuddin, M. (2009) Correlation between Compressive Strength and Certain Durability Indices of Plain and Blended Cement Concretes. Cement and Concrete Composites 31(9), 672-676.DOI
2 
Andrade, C. (1993) Calculation of chloride diffusion coefficients in concrete from ionic migration measurement. Cement and Concrete Research 23, 724-742.DOI
3 
Back, C. H., Tae, S. H., Roh, S. J., Lee, J. H., and Shin, S. W. (2011) A Study on the Requisite Elements of LCCO2 Evaluation System at Planning Stage of Building. Korean Journal of Construction Engineering and Management 12(3), 31-41. (In Korean)DOI
4 
Broomfield, J. P. (1997) Corrosion of Steel in Concrete: Under-standing. Investigation and Repair. London: E&FN, pp. 1-15.DOI
5 
Chung, C. H. and Lee, H. J. (2012) Evaluation of Structural Behavior of SC Walls in Nuclear Power Plant with Openings. Journal of Korean Society of Civil Engineers 32(5A), 277-287.Google Search
6 
Chung, L., Won, J. H., and Cho, S. H. (2004) Structural Per-formance of Reinforced Concrete Columns due to Corroded Main and Hoop Bars. Journal of the Architectural Institute of Korea 3(10), 3-10.DOI
7 
Chung, L., Jay kim, J. H., and Yi, S. T. (2008) Bond Strength Prediction for Reinforced Concrete Members with Highly Corroded Reinforcing Bars. Cement and Concrete Composites 30(7), 603-611.DOI
8 
Gerard, B. and Marchand, J. (2000) Influence of cracking on the diffusion properties of cement-based materials Part I: Influence of continuous cracks on the steady-state regime. Cement and Concrete Research 30(1), 37-43.DOI
9 
Ishida, T., Iqbal, P. O., and Anh, H. T. L. (2009) Modeling of chloride diffusivity coupled with non-linear binding capacity in sound and cracked concrete. Cement and Concrete Research 39, 913-923.DOI
10 
Japan Society of Civil Engineering (JSCE) (2007) Standard Specification for Concrete Structures—Design; JSCE Guidelines for Concrete 15, Japan Society of Civil Engineering (JSCE), Tokyo, Japan.Google Search
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. Structeral Safety 31, 75-83.DOI
12 
Lee, H. S. and Kwon, S. J. (2016) Effects of Magnetite Aggregate and Steel Powder on Thermal Conductivity and Porosity in Concrete for Nuclear Power Plant. Advances in Materials Science and Engineering, 1-8.DOI
13 
Lee, Y., Cha, S. R., and Kim, J. K. (2016) Heat Transfer and Stress Analysis of Reactor Containment Building for Various Concrete Mix Proportions in Severe Weather Conditions. The 2016 World Congress: Structure Congress, IASEM, Jeju, Korea, 1-14.Google Search
14 
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.Google Search
15 
Park, S. S., Kwon, S. J., and Jung, S. H. (2012a) Analysis technique for chloride penetration in cracked concrete using equivalent diffusion and permeation. Construction and Building Materials 29, 183-192.DOI
16 
Park, S. S., Kwon, S.J., Jung, S. H., and Lee, S. W. (2012b) Modeling of water permeability in early aged concrete with cracks based on micro pore structure. Construction and Building Materials 27(1), 597-604.DOI
17 
Song, H. W., Cho, H. J., Park, S. S., Byun, K. J., and Maekawa, K. (2001) Early-age cracking resistance evaluation of concrete structure. Concrete Science and Engineering 3, 62-72.Google Search
18 
Song H. W., Pack, S. W., Lee, C. H., and Kwon, S. J. (2006a) Service Life Prediction of Concrete Structures under Marine Environment Considering Coupled Deterioration. Journal of Restoration of Buildings and Monuments 12(4), 265-284.DOI
19 
Song, H. W., Kwon, S. J., Byun, K.J., and Park, C. K. (2006b) Predicting carbonation in early-aged cracked concrete. Cement and Concrete Research 36(5), 979-989.Google Search
20 
Thomas, M. D. A., and Bamforth, P. B. (1999) Modeling Chloride Diffusion in Concrete: Effect of Fly Ash and Slag. Cement and Concrete Research 29(4), 487-495.DOI
21 
Win, P. P., Watanabe, M., and Machida, A. (2004) Penetration profile of chloride ion in cracked reinforced concrete. Cement and Concrete Research 34(7), 1073-1079.DOI
22 
Yang, K. H. and Moon, J. H. (2012) Mix Proportions and Physical Properties of Heavy Weight Concrete for Nuclear Power Plant. The Korea Institute of Building Construction 12(3), 9-14.Google Search
23 
Yang, K. H., Cheon, J. H., and Kwon, S. J. (2017a) Modeling of chloride diffusion in concrete considering wedge-shaped single crack and steady-state condition. Computers and Concrete 19(2), 211-216.DOI
24 
Yang, K. H., Singh, J. K., Lee, B. Y., and Kwon, S. J. (2017b) Simple Technique for Tracking Chloride Penetration in Concrete Based on the Crack and Width under Steady-State Conditions, sustainability 9(2), 1-14.Google Search
25 
Yokozeki, K., Okada, K., Tsutsumi, T., and Watanabe, K. (1998) Prediction of the service life of RC with crack exposed to chloride attack. Japan Symposium of Rehabilitation of Concrete Structure 10(1), 1-6.Google Search
26 
Yoon, Y. S., Park, J. S., Hwang, C. S., and Kwon, S. J. (2017) Evaluation of Relationship between Strength and Resistance to Chloride in Concrete Containing Fly Ash with Ages. Journal of the Korea Institute for Structural Maintenance and Inspection, 21(4), 53-60. (in Korean)Google Search