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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
ACI Committee 318, (2014), Building code requirements for structural concrete (ACI 318-14) and commentary on building code requirements for structural concrete (ACI 318R-14), American Concrete Institute, USAGoogle Search
2 
Alaswad, G., Suryanto, B., McCarter, W.J. (2018), Moisture movement within concrete exposed to simulated hot arid/semi-arid conditions, Proceedings of the Institution of Civil Engineers - Construction Materials, 171(8), 1-15.DOI
3 
Angst, U.M., Hooton, R.D., Marchand, J., Page, C.L., Flatt, R.J., Elsener, B., Gehlen, C., Culikers, J.Present and future durability challengens for reinforced concrete structures, Materials and Corrosion, 63(12), 1047-1051.DOI
4 
Belleghem, B.V., Montoay, R., Dewankele, J., Van den Steen, N., De Graeve, I., J. Deconinck Cnudde, V., Van Tittelboom, K., De Belie, N. (2016), Capillary water absorption in cracked and uncracked mortar - A comparision between experimental study and finite element analysis, Construction and Building Materials, 110(5), 154-162.DOI
5 
British Standards Institution, (2016), BS EN 206:2013+A1:2016 Concrete-Specification, Performance, production and conformityGoogle Search
6 
Broomfield, J.P. (1997), Corrosion of steel in concrete: Understanding, investigation and repair, E&FN Spon, LondonGoogle Search
7 
Chung, J. S., Kim, B. H., Kim, I. S. (2014), A case study on chloride corrosion for the end zone of concrete deck subjected to de-icing salts added calcium chloride, Journal of the Korean Society of Safety, 29(6), 87-93.DOI
8 
Japan Socierty of Civil Engineers, (2010), Standard specifications for concrete structures-2007 ‘Design’, Japan Society of Civil Engineers, JapanGoogle Search
9 
Jones, A.E.K., March, B., Clark, L., Seymour, D., Basheer, P., Long, A. (1997), BCA Research Report C/21, Dvelopment of a holistic approach to ensure the durability of new concrete construction, British Cement Association, UKGoogle Search
10 
Kim, J. H., Jeong, J. Y., Jang, S. Y., Jeong, S. H., Kim, S. I. (2015), Strength devleopment and durability of high-strength high-volume GGBFS concrete, Journal of the Korean Recycled Construction Resources Institute, 3(3), 261-267.DOI
11 
Nguyen, P.T., Amiri, O. (2014), Study of electrical double layer effect on chloride transport in unsaturated concrete, Construction and Building Materials, 50(1), 492-498.DOI
12 
NORDTEST, (1999), NT BUILD 492: Concrete, mortar and cement-based repair materials: Chloride migration coefficient from non-steady-state migration experiments, NORDTESTGoogle Search
13 
Streicher, P.E., Alexander, M.G. (1995), A chloride conduction test for concrete, Cement and Concrete Research, 25(6), 1284-1294.DOI
14 
Wang, J., Basheer, P.A.M., Nanukuttan, S.V., Long, A.E., Bay, Y. (2016), Influence of service loading and the resulting micro-cracks on chloride resistance of concrete, Construction and Building Materials, 108(4), 55-66.DOI
15 
Yang, E.I., Jin, S.H., Kim, M.Y., Choi, Y.S., Han, S.H. (2011), Effect of inisital flexural crck on resistance to chloride penetration into reinforced concrete members, Journal of the Korea Institute for Structural Maintenance and Inspection, 15(2), 79-87.DOI
16 
Yoon, Y.S., Kwon, S.J. (2019), Evaluation of apparent chloride diffusion coefficient and surface chloride contents of FA concrete exposed splash zone considering crack width, Journal of the Korea Institute for Structural Maintenance and Inspection, 23(6), 18-25.DOI