1. Korea Institute of Construction Technology (KICT), Development of Design and Construction System Technology for Hybrid Cable Stayed Bridge, KICT 2011-076, KICT, Korea, 2011, 253 pp.

2. Korea Concrete Institute (KCI), Design Recommendations for Ultra-High Performance Concrete K-UHPC, KCI-M- 12-003, KCI, Korea, 2012, 66 pp.

3. ACI Committee 234, Guide for the Use of Silica Fume in Concrete (ACI 234R-96), American Concrete Institute (ACI), Michigan, US, 1996 (Reapproved 2000), 51 pp.

4. Silica Fume Association (SFA), Silica Fume User’s Manual, FHWA-IF-05-016, SFA, Virginia, US, 2005, 183 pp.

5. Ishii, T., Nishio, H., Matsuyama, T., Miyajima, A., Yokohata, K., Gotou, M., Xin, J., and Hirai, Y., “Manufacture and Construction of a PC Through Girder Type Pedestrian Bridge Using Ultra High Strength Fiber Reinforced Concrete,” Proceedings of 8th International Symposium on Utilization of High-Strength and High-Performance Concrete, Japan, 2008, pp. 1270-1275.

6. Koh, K. T., Park, J. J., Ryu, G. S., and Kang, S. T., “Effect of the Compressive Strength of Ultra-High Strength Steel Fiber Reinforced Cementitious Composites on Curing Method,” Journal of the Korean Society of Civil Engineers, Vol. 27, No. 3A, 2007, pp. 427-432.

7. Ahlborn, T. M., Mission, D. L., Peuse, E. J., and Gilbertson, C. G., “Durability and Strength Characterization of Ultra- High Performance Concrete under Variable Curing Regimes,” Proceedings of 2nd International Symposium on Ultra High Performance Concrete, Germany, 2008, pp. 197-204.

8. Schachinger, I., Hilbig, H., and Stengel, T., “Effect of Curing Temperature at an Early Age on the Long-Term Strength Development of UHPC,” Proceedings of 2nd International Symposium on Ultra High Performance Concrete, Germany, 2008, pp. 205-212.

9. Nakayama, H., Ishinaka, M., Naruse, H., Fujii, K., and Nakase, H., “Development of Processing Technology of Super High-Strength Precast Concrete Column,” Proceedings of 8th International Symposium on Utilization of High-Strength and High-Performance Concrete, Japan, 2008, pp. 959-966.

10. Matsubara, N., Ohno, T., Sakai, G., Watanabe, Y., Ishii, S., and Ashida, M., “Application of a New Type of Ultra High Strength Fiber Reinforced Concrete to a Prestressed Concrete Bridge,” Proceedings of 2nd International Symposium on Ultra High Performance Concrete, Germany, 2008, pp. 787-794.

11. Honma, D., Kojima, M., and Mitsui, K., “Curing Methods and Strength Development of Ultra-High Strength Concrete with 150-200 N/mm2(150-200N/mm2級超高強度コンクリートの養生方法と強度発現性),” Proceedings of the Japan Concrete Institute, Vol. 34, No. 1, 2012, pp. 1234-1239.

12. Korean Agency for Technology and Standards (KATS), Testing Method for Time of Setting of Concrete Mixture by Penetration Resistance (KS F 2436), KATS, Korea, 2007, 9 pp.