Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1. 
Arya, C., Buenfeld, N. R., Newman, J. B. (1990), Factors Influencing Chloride Binding in Concrete, Cement Concrete Research, 20(2), 291–300.DOI
2. 
Asiedu, Y., Gu, P. (1998), Product life cycle cost analysis: State of the art review, International Journal of Production Research, 36(4), 883–908.DOI
3. 
ACI 201R-08 (2008), Guide to Durable Concrete, American Concrete Institute, MI, USA.Google Search
4. 
CEN (2004), Eurocode 2: Design of Concrete Structure EN-1992-1-1, European Committee for Standardization (Comité Européen de Normalisation, CEN): Brussels, Belgium.Google Search
5. 
Hilsdorf, H., Kropp, J. (1995), Performance criteria for concrete durability, CRC Press.Google Search
6. 
Ishida, T., Chaube, R. P., Kishi, T., Maekawa, K. (1997), Modeling of pore content in concrete under generic drying wetting conditions, Concrete library of JSCE, 564(35), 275–-287.DOI
7. 
Ishida, T., Maekawa, K. (2003), Modeling of durability performance of cementitious materials and structures based on thermohygro physics, Rilem Proceedings PRO, 29, 39-49,DOI
8. 
Japan Society of Civil Engineering (2007), Standard Specification for Concrete Structures-Materials and Construction, JSCE-Guidelines for Concrete 16, Japan.Google Search
9. 
Kumar, R., Bhattacharjee, B. (2003), Study on some factors affecting the results in the use of MIP method in concrete research, Cement and Concrete Research, 33(3), 417-424.DOI
10. 
Korea Development Institute (2009), A Study on Estimation of Pavement Maintenance for Preliminary Feasibility Plan—Technical Report of Policy Research, Kibodang Press: Seoul, Korea.Google Search
11. 
Kim, S. J., Mun, J. M., Lee, H. S., Kwon, S. J. (2014), CO2 emission and storage evaluation of RC underground structure under carbonation considering service life and mix conditions with fly ash, Journal of the Korea Concrete Institute, 14(12), 999–1009.DOI
12. 
Kwak, K. S., Ma, S. J., Choi, S. M., Oh, S. K. (2015), Property Analysis of Waterproofing and Corrosion-Resistant Performance in Concrete Water Supply Facilities, Journal of the Korean Recycled Construction Resources Institute, 3(2), 122-131.DOI
13. 
Lee, S. H., Kwon, S. J. (2012), Experimental study on the relationship between time-dependent chloride diffusion coefficient and compressive strength, Journal of the Korea Concrete Institute, 24(6), 715-726.DOI
14. 
Maekawa, K., Ishida, T., Kishi, T. (2003), Multi-Scale Modeling of Concrete Performance, Journal of Advanced Concrete Technology, 1(2), 91–126.DOI
15. 
Nath, P., Sarker, P. (2011), Effect of Fly Ash on the Durability Properties of High Strength Concrete, Procedia Engineering, 14, 1149-1156.DOI
16. 
Park, S. S., Kwon, S. J., Jung, S., H. (2012), Analysis technique for chloride penetration in cracked concrete using equivalent diffusion and permeation, Construction and Building Materials, 29, 183–192.DOI
17. 
Park, S. S., Kim, M. W. (2013), Evaluate the Concrete mix by Type Accelerated Corrosion Test and Chloride Penetration Analysis with Artificial Seawater Cyclic Wet and Dry Condition, Journal of the Korean Recycled Construction Resources Institute, 1(3), 211-218.DOI
18. 
Polder, R. B., 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, Spain, 31-39.Google Search
19. 
RILEM. (1994), Durability Design of Concrete Structures, Report of RILEM Technical Committee 130-CSL, E&FN, 28-52.Google Search
20. 
SERI (2003), Evaluation of Chloride Ion Diffusion Characteristics of High Durability Concrete, Samsung Engineering Research Institute, Final report.Google Search
21. 
Song, H. W., Saraswathy, V. (2006), Studies on the corrosion resistance of reinforced steel in concrete with ground granulated blast-furnace slag-an overview, Journal of Hazardous Materials, 138(2), 226-233.DOI
22. 
Song, H. W., Kwon, S. J. (2007), Permeability characteristics of carbonated concrete considering capillary pore structure, Cement and Concrete Research, 37, 909-915.DOI
23. 
Song, H. W., Kwon, S. J. (2009), Evaluation of chloride penetration in high performance concrete using neural network algorithm and micro pore structure, Cement and Concrete Research, 39, 814-824.DOI
24. 
Tang, L. (1996), Chloride transport in concrete-measurement and prediction, Ph.D dissertation, Göteborg, Chalmers University of Technology.Google Search
25. 
Thomas, M. D. A., Bamforth, P. B. (1999), Modeling chloride diffusion in concrete: effect of fly ash and slag, Cement and Concrete Research, 29(4), 487–495.DOI
26. 
Yoon, C. S., Kim, K. H., Yang, W. Y., Cha, S. W. (2012), Chloride Diffusion Coefficient at Reference Time for High Performance Concrete for Bridge Pylons in Marine Environment, Journal of the Korea Concrete Institute, 24(4), 435-444.DOI
27. 
Yuan, Q., Shi, C., Schutter, G. D., Audenaert, K., Deng, D. (2009), Chloride binding of cement-based materials subjected to external chloride environment – A review, Construction and Building Materials, 23(1), 1–13.DOI