Short and Long-Term Properties of High-Performance Concrete Containing Silica Fume for Bridge Deck Overlay |
Won Jong-Pil
(Dept. of Civil & Environmental System Engineering, Konkuk University)
Seo Jung-Min (Dept. of Civil & Environmental System Engineering, Konkuk University) Lee Chang-Soo (Dept. of Civil Engineering, University of Seoul) Park Hae-Kyun (Samsung Corporation Engineering, & Construction Group, Civil Engineering Technology Team) Lee Myeong-Sub (Samsung Corporation Engineering, & Construction Group, Civil Engineering Technology Team) |
1 | Ohama, Y., 'Principal of Latex Modification and Some Typical Properties of LMC', ACI Material Journal, Vol.84 No.6, 1968, pp.511 -518 |
2 | Ozyildirim, C., 'High Performance Concrete for transportation Structures', Concrete International, Vol.15, No.1, 1993, pp.33-38 |
3 | Luther, M. D., 'Silica Fume Concrete in Bridge', Concrete International, Vol.15, NoA, 1993, pp.29-33 |
4 | Luther, M. D., Silica Fume Conaete in Bridges in the United States, Transportation Research Record 1204, Transportation Research Board, 1988, pp.11-20 |
5 | Bunke, D., ODOT, 'Experience with Silica-Fume Concrete', Transportation Research Record 1204, Transportation Research Board, 1988, pp.27-35 |
6 | Rico F., 'HPC Bridge in Canada', Bridge Views, High Performance Concrete, 2002, No.24, pp.1-4 |
7 | Whiting, D. A., Detwiler, R. J., and Lagergren, E. S., 'Cracking Tendency and Drying Shrinkage of Silica Fume Concrete for Bridge Deck Application', ACI Material Journal, Vol.97, No.1, 2000, pp.71-77 |
8 | Communicated by Ohio Department of Transformation |