Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

Journal Search

  1. Home
  2. All Issues
  3. 2013-02 (Vol.25 No.1)
  4. 10.4334/JKCI.2013.25.1.091
Export citation EndNote
XML PDF INFO REF
1 
1.Choi, S. S., “A Suggestion of High Quality Concrete for PHC Pile,” Magazine of the Korea Concrete Institute, Vol. 14, No. 6, 2002, pp. 41-48.
2 
2.Hwang, Y. C. and Cho, C. H., “Pile Foundations in Korea,”Journal of the Korean Geotechnical Society, Vol. 21, No. 2, 2005, pp. 8-20.
3 
3.Lee, S. H. and Kim, D. M., “An Experimental Study on Behavior of Composite Pile,” Journal of the Korean Geoenvironmental Society, Vol. 11, No. 2, 2010, pp. 23-32.
4 
4.Chun, Y. S., Park, J. B., and Sim, Y. J., “Mechanical Properties of PHC Pile Head Connection with Foundation Slab and Field Application,” Magazine of the Korea Concrete Institute, Vol. 22, No. 5, 2010, pp. 71-77.
5 
5.Byun, G. J., “'Durability of PHC Piles and Characteristics of High Strength Concrete,” 2004 KSCE Symposium on Design of PHC Pile and Construction, Construction Hall Seoul, pp. 1-25.
6 
6.Song, T. E., “Decision Procedure in Applying PHC Piles instead of Steel Plies,” Technical Magazine of Ssangyong Engineering and Construction, Vol. 48, 2008, pp. 32-36.
7 
7.Hyun, J. H., Bang, J. W., Lee, S. S., and Kim, Y. Y., “Shear Strength Enhancement of Hollow PHC Pile Reinforced with Infilled Concrete and Shear Reinforcement,” Journal of the Korea Concrete Institute, Vol. 24, No. 1, 2012, pp. 71-78.
8 
8.Korea Concrete Institute, Development of Design Method and Performance Evaluation of ICP (Infilled Composite PHC) Pile, 2010, pp. Appendix K.
9 
9.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2007, pp. 115-144.
10 
10.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2003, 387 pp.
11 
11.Korean Geotechnical Society, Korean Foundation Design Code, 2009, 298 pp.
12 
12.KS F 4306, “Pretensioned Spun High Strength Concrete Piles,” Korean Agency for Technology and Standards,2003, pp. 1-55.
13 
13.KS F 4303, “Pretensioned Spun Concrete Piles,” Korean Agency for Technology and Standards, 2001, pp. 1-16.