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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. 2016-10 (Vol.28 No.5)
  4. 10.4334/JKCI.2016.28.5.519
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1 
1.Woodward, R., Durability of Post-Tensioned Tendons on Road Bridge on the UK, Durability of Post-Tensioning Tendons, Fib-IABSE Technical Report Bulletin, 2001, No. 15.Google Search
2 
2.Rachel, G., “Bridge Tendon Failures in the Presence of Deficient Grout,” News & Anouncements, Ivan Lasa and Mario Paredes, 2013.Google Search
3 
3.Schokker, A. J., Breen, J. E., and Kreger, M. E, “Grouts of Bonded Post Tensioning in Corrosive Environments”, Journal of ACI Materials, Vol.98, No.4, 2001, pp.296-305.Google Search
4 
4.Trejo, D., Pilai, R. G., Hueste, M. D., Reinschmidt, K., and Gardoni, P. “Parameters Influencing Corrosion and Tension Capacity of Post Tensioning Strands”, Journal of ACI Materials, Vol.106, No.2, 2009, pp.144-153.Google Search
5 
5.Korea Road and Transportation Association (KRTA), Korea highway bridge design code, Seoul, Korea, 2010.Google Search
6 
6.Yoo, D. Y., Ryu, G. S., Yuan, T. F., Koh, K. T., and Yoon, Y. S., “Cracking Behavior of Posttensioning Grout with Various Strand-to-Duct Area Ratios”, Journal of Materials in Civil Engineering, Vol.27, No.6, 2015, pp.04014197(1-9).Google Search
7 
7.Moon, D. Y., Zi, G. S., Kim, J. H., Lee, S. J., and Kim, G., “On Strain Change of Prestressing Strand During Detensioning Procedures”, Engineering Structures, Vol.32, No.9, 2010, pp.2570-2578.DOI
8 
8.Park, J. J., Ryu, G. S., Kang, S. T., An, G. H., Koh, G. T., and Kim, S. W., “An Experimental Study on Viscosity of UHPC according to Silica Fume Type”, Journal of the Korea Concrete Institute, Vol.23, No.1, 2011, pp.1229-5515.Google Search
9 
9.Han, C. G., Han, M. C., Song, S. H., and Yoon, S., “Drying Shrinkage of Concrete Combining Expansive Additives and Shrinkage Reducing Agent”, Journal of the Korea Concrete Institute, Vol.18, No.3, 2006, pp.397-404.DOI
10 
10.Han, C. G., Kim, S. W., Koh, G. T., and Pei, Z. L., “Properties on the Shrinkage of High Performance Concrete Using Expansive Additive and Shrinkage Reducing Agent”, Journal of the Korea Concrete Institute, Vol.15, No.6, 2003, pp.785-793.DOI
11 
11.Koh, K. T., Park, J. J., Ryu, G. S., and Kang, S. T., “Shrinkage Properties of High Performance Concrete Used Expansive Additive and Shrinkage Reducing Agent”, Journal of Korean Society of Civil Engineers, Vol.26, No.4, 2006,pp.787-794.Google Search