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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
  • Indexed by
  • Korea Citation Index (KCI)
1 
(2016), Pile-cap Connection Behavior Dependent on the connecting Method between PHC pile and Footing., Journal of Korean Institute for Structural Maintenance and Inspection, 20(3), 25-32.
2 
(2016), Flexural Behavior of Large-Diameter Composite PHC Pile Using In-Filled Concrete and Reinforcement., Journal of Korean Institute for Structural Maintenance and Inspection, 20(5), 109-115.
3 
(2014), Effects of infilled Concrete and Longitudinal rebar on Flexural Performance of Composite PHC Pile., Struct. Eng. Mech., 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 
(2010), Mechnical Properties of PHC Pile Head Connection with Foundation Slab and Field Application., Journal of the Korea Concrete Institute, 22(5), 71-77.
6 
(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.
7 
(2011), A Case on Design and Construction of Large-Diameter PHC PILE., Journal of the architectural institute of Korea, 55(12), 119-124.
8 
(2016), Performance and Design of Concrete-Infilled Composite PHC Pile., Magazine of the Korea Concrete Institute, 28(2), 42-48.
9 
(1998), Experimental study on shear strength of the PHC pile with large diameter., Journal of Structural and construction Engineering, 510, 123-130.
10 
Korea Concrete Institute (2015), Study on Structural Performance of Large-Diameter Concrete-Infilled PHC Piles., R&D report (KCI R 15-002)
11 
Korea Concrete Institute (2016), Performance and Design of Concrete-Infilled Composite PHC Pile., Technology articles, 28(2), 27-33.
12 
KS F 4306 (2003), Pretensioned spun high strength concrete piles