Flexural Performance of Enhanced Spun High Strength RC Piles |
Hwang, Hoonhee
(R&D Center, Korea Road Association)
Bae, Jaehyun (R&D Center, Korea Road Association) Joo, Sanghoon (Jeongjin) Kwon, Euisung (Korea Expressway Corporation) |
1 | ABAQUS, Abaqus analysis user's manual version 6.9, Dassault Systemes Simulia Corp., 2009. |
2 | E. Hognestad, A Study of Combined Bending and Axial Load in Reinforced Concrete Members, Bulletin 399, University of Illinois Engineering Experiment Station, Urbana, Ill., 1951. |
3 | Korean Industrial Standards, Pretensioned spun high strength concrete piles, KS F 4306. |
4 | KHBDC, Korea Highway Bridge Design Code: Limit states design method, 2015. |
5 | http://www.pre-cast.co.kr/ |
6 | S. H. Lee and D. M. Kim, "An Experimental Study on Behavior of Composite Pile", Journal of the Korean Geotechnical Society, Vol. 11, No. 2, pp. 23-32, 2010. |
7 | J. H. Hyun, J. W. Bang, S. S. Lee and Y. Y. Kim, "Shear Strength Enhancement of Hollow PHC Pile Reinforced with Infilled Concrete and Shear Reinforcement", Journal of the Korea Concrete Institute, Vol. 24, No. 1, pp. 71-78, 2012. DOI |
8 | J. H. Kim, Y. S. Park and C. S. Min, "Shear Experiment on Concrete Filled PHC Pile with Composite Shear Connectors with Rebar Holes", Journal of the Korea Concrete Institute, Vol. 29, No. 3, pp. 259-266, 2017. DOI |