Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2019-10 (Vol.31 No.5)
  4. 10.4334/JKCI.2019.31.5.467
Export citation EndNote
XML PDF INFO REF

References

1 
Dong Z., Wu G., Wu Y., 2016, Experimental Study on the Bond Durability between Steel-FRP Composite Bars (SFCBs) and Sea Sand Concrete in Ocean Environment., Construction and Building Materials 115(2016), pp. 277-284DOI
2 
Glasser F. P., Marchand J., Samson E., 2008, Durability of Concrete - Degradation Phenomena Involving Detrimental Chemical Reactions., Cement and Concrete Research, Vol. 38, No. 2, pp. 226-246DOI
3 
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, Vol. 28, No. 10, pp. 1363-1371DOI
4 
KCI (1996) Latest Concrete Engineering. Seoul, Korea; Kimoondang Publishing Company., Korea Concrete Institute (KCI) (In Korean), pp. 453-459Google Search
5 
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(2016), pp. 133-145DOI
6 
Kirkpatrick T. J., Weyers R. E., Anderson-Cook C. M., Sprinkel M. M. , 2002, Probabilistic Model for the Chlorideinduced Corrosion Service Life of Bridge Decks., Cement and Concrete Research, Vol. 32, No. 12, pp. 1943-1960DOI
7 
Korea Agency for Technology and Standards (KATS) (2009) Corrosion of Metals and Alloys - Guidelines for Exposing and Evaluating Metals and Alloys in Surface Sea Water (KSD IS0 11306), Seoul, Korea: Korea Standard Association (KSA). (In Korean), pp. 1-5Google Search
8 
Korea Agency for Technology and Standards (KATS) (2010) Standard Test Method for Compressive Strength of Concrete (KS F 2405)., Seoul, Korea: Korea Standard Association (KSA). (In Korean)Google Search
9 
Korea Agency for Technology and Standards (KATS) (2017a) Standard Test Method for Acid-soluble Chloride in Mortar and Concrete (KS F 2714)., Seoul, Korea: Korea Standard Association (KSA). (In Korean), pp. 1-3Google Search
10 
KKorea Agency for Technology and Standards (KATS) (2017b) Standard Test Method for Water-soluble Chloride in Mortar and Concrete (KS F 2715)., Seoul, Korea: Korea Standard Association (KSA). (In Korean), pp. 1-5Google Search
11 
Kouloumbi N., Batis G., Malalmi C., 1994, The Anticorrosive Effect of Fly Ash, Slag and a Greek Pozzolan in Reinforced Concrete., Cement and Concrete Composites, Vol. 16, No. 4, pp. 253-260DOI
12 
Lee B. K., Kim G. Y., Kim G. T., Shin K. S., Nam J. S., 2017, Chloride Ion Penetration Resistance of Slag-replaced Concrete and Cementless Slag Concrete by Marine Environmental Exposure., Journal of the Korea Concrete Institute (In Korean), Vol. 29, No. 3, pp. 299-306DOI
13 
Lee J. W., Kim K. M., Bae Y. K., Lee J. S., 2004, Study on the Field Application According to the Early Strength of the Concrete Admixed with Polycarboxylate Superplasticizer., KCI 2004 Spring Conference. 21-22 May 2004. Pyeongchang, Korea; Korea Concrete Institute (KCI). (In Korean), pp. 200-203Google Search
14 
Lee S. K., James Z., 2014, An FHWA Special Study: PostTensioning Tendon Grout Chloride Thresholds (FHWA-HRT14-039)., McLean, VA; Federal Highway Administration., pp. 7-20Google Search
15 
Metha P. K., Monteiro P. N., 1993, Concrete-structure, Properties, and Materials. 2nd edition., Englewood Cliffs, NJ; Prentice Hall., pp. 1-7Google Search
16 
Mo K. H., Alengaram U. J., Jumaat M. Z., Yap S. P., 2015, Feasibility Study of High Volume Slag as Cement Replacement for Sustainable Structural Lightweight Oil Palm Shell Concrete., Journal of Cleaner Production 91, pp. 297-304DOI
17 
Moon G. D., Kim J. H., Cho Y. G., Choi Y. C., 2014, Effect of Anhydrite on the Mechanical and Durability Properties of High Volume Slag Concrete., Journal of Korean Recycled Construction Resources Institute (In Korean), Vol. 2, No. 3, pp. 239-246DOI
18 
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 (In Korean), Vol. 21, No. 1A, pp. 171-179Google Search
19 
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 (In Korean), Vol. 30, No. 4, pp. 375-381Google Search
20 
Ryu G. S., Koh K. T., Lee J. H., 2013, Strength Development and Durability of Geopolymer Mortar Using the Combined Fly ash and Blast-furnace Slag., Journal of Korean Recycled Construction Resources Institute (In Korean), Vol. 1, No. 1, pp. 35-41DOI
21 
SERI (2003) Evaluation of Chloride Ion Diffusion Characteristics of High Durability Concrete., Seoul, Korea; Samsung Engineering Research Institute (SERI)., Vol. 1, No. 1, pp. 35-41Google Search
22 
Thamoas M. D. A, Bamforth P. B., 1999, Modelling Chloride Diffusion in Concrete Effect of Fly Ash and Slag., Cement and Concrete Research, Vol. 29, No. 4, pp. 487-495DOI