(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.
(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.
(2014), Effects of infilled Concrete and Longitudinal rebar on Flexural Performance
of Composite PHC Pile., Struct. Eng. Mech., 52(4), 843-855.
(2002), A Suggestion of High Quality Concrete for PHC Pile., Journal of the Korea
Concrete Institute, 14(6), 41-48.
(2010), Mechnical Properties of PHC Pile Head Connection with Foundation Slab and
Field Application., Journal of the Korea Concrete Institute, 22(5), 71-77.
(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.
(2011), A Case on Design and Construction of Large-Diameter PHC PILE., Journal of
the architectural institute of Korea, 55(12), 119-124.
(2016), Performance and Design of Concrete-Infilled Composite PHC Pile., Magazine
of the Korea Concrete Institute, 28(2), 42-48.
(1998), Experimental study on shear strength of the PHC pile with large diameter.,
Journal of Structural and construction Engineering, 510, 123-130.
Korea Concrete Institute (2015), Study on Structural Performance of Large-Diameter
Concrete-Infilled PHC Piles., R&D report (KCI R 15-002)
Korea Concrete Institute (2016), Performance and Design of Concrete-Infilled Composite
PHC Pile., Technology articles, 28(2), 27-33.
KS F 4306 (2003), Pretensioned spun high strength concrete piles