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Journal of the Korea Concrete Institute

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

References

1 
(2014), Cyclic Behavior of Connection between Footing and Concrete-Infilled Composite PHC Pile, Structural Engineering and Mechanics, 50(6), 741-754.
2 
(2013), Proceedings of 2013 Korean Institute for Structural Maintenance and Inspection, 319-320.
3 
(2014), Effects of Infilled Concrete and Longitudinal Rebar on Flexural Performance of Composite PHC Pile, Structural Engineering and Mechanics, 52(4), 843-855.
4 
(2002), A Suggestion of High Quality Concrete for PHC Pile, Journal of the Korea Concrete Institute, 14(6), 41-48.
5 
(2012), Shear Strength Enhancement of Hollow PHC Pile Reinforced with Infilled Concrete and Shear Reinforcement, Journal of the Korea Concrete Institute, 24(1), 71-78.
6 
(2011), A Case on Design and Construction of Large-Diameter PHC PILE, Journal of the architectural institute of Korea, 55(12), 119-124.
7 
(2016), Performance and Design of Concrete-Infilled Composite PHC Pile, Magazine of the Korea Concrete Institute, 28(2), 42-48.
8 
(2015), Study on Structural Performance of Large-Diameter Concrete-Infilled PHC Piles, R&D report (KCI R 15-002), 80
9 
(2003), Pretensioned Spun High Strength Concrete Piles, 1-55.
10 
(2015), Flexural Test of Large Diameter PHC Pile Reinforced with Transverse and Longitudinal Rebar and In-Filled Concrete, 279-280.