Concrete Committee (2008). “Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks (HPFRCC).” Japan Society of Civil Engineers.Concrete Committee (2008). “Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks (HPFRCC).” Japan Society of Civil Engineers.

Concrete Structural Design Specification and Commentary (2012). Korea Concrete Institute (in Korean).Concrete Structural Design Specification and Commentary (2012). Korea Concrete Institute (in Korean).

British-Adopted European Standard (2004), BS EN 1992-1-1.British-Adopted European Standard (2004), BS EN 1992-1-1.

Graybeal, B. A. (2010). “Behavior of field-cast ultra-high performance concrete bridge deck connections under cyclic and static structural loading.” FHWA publication, FHWA-HRT-11-023, November.Graybeal, B. A. (2010). “Behavior of field-cast ultra-high performance concrete bridge deck connections under cyclic and static structural loading.” FHWA publication, FHWA-HRT-11-023, November.

Graybeal, B. and Tanesi, J. (2007). “Durability of an ultrahigh- performance concrete.” Journal of Materials in Civil Engineering, ASCE, Vol. 19, No. 10, pp. 848-854.10.1061/(ASCE)0899-1561(2007)19:10(848)Graybeal, B. and Tanesi, J. (2007). “Durability of an ultrahigh- performance concrete.” Journal of Materials in Civil Engineering, ASCE, Vol. 19, No. 10, pp. 848-854.

Jeon, H. T, Kang, S. Y. and You, S. K. (2012). “Asymmetric prestressed girders prefabricated method (APP Girder).” Magazine of the Korea Concrete Institute, Vol. 24, No. 6, pp. 48-52 (in Korean).Jeon, H. T, Kang, S. Y. and You, S. K. (2012). “Asymmetric prestressed girders prefabricated method (APP Girder).” Magazine of the Korea Concrete Institute, Vol. 24, No. 6, pp. 48-52 (in Korean).

Jungwirth, J. and Muttoni, A. (2004). “Structural behavior of tension members in ultra high performance concrete.” International Sym-posium on Ultra High Performance Concrete, Kassel.Jungwirth, J. and Muttoni, A. (2004). “Structural behavior of tension members in ultra high performance concrete.” International Sym-posium on Ultra High Performance Concrete, Kassel.

Kim, H. Y., Lee, S. Y. and Kang, C. K. (2010). “Introduction of PSC T-girder bridge for accelerated construction.” Magazine of the Korea Society of Civil Engineering, Vol. 58, No. 10, pp. 73-78 (in Korean).Kim, H. Y., Lee, S. Y. and Kang, C. K. (2010). “Introduction of PSC T-girder bridge for accelerated construction.” Magazine of the Korea Society of Civil Engineering, Vol. 58, No. 10, pp. 73-78 (in Korean).

Kook, K. H., Shin, H. O., Kwahk, I. J. and Yoon, Y. S. (2010). “Bond characteristics of ultra-high-performance concrete.” Journal of the Korea Concrete Institute, Vol. 22, No. 6, pp. 753-760 (in Korean).10.4334/JKCI.2010.22.6.753Kook, K. H., Shin, H. O., Kwahk, I. J. and Yoon, Y. S. (2010). “Bond characteristics of ultra-high-performance concrete.” Journal of the Korea Concrete Institute, Vol. 22, No. 6, pp. 753-760 (in Korean).

Korean Highway Design Specification and Commentary (2008). Korea Society of Civil Engineering (in Korean). Korean Highway Design Specification and Commentary (2008). Korea Society of Civil Engineering (in Korean).

Lee, J. K. and Lee, S. H. (2014). “Evaluation of flange-to-flange connection of precast concrete deck using UHPFRC.” PCI 2014 Convention and National Bridge Conference (CD-Rom), Washington D.C.Lee, J. K. and Lee, S. H. (2014). “Evaluation of flange-to-flange connection of precast concrete deck using UHPFRC.” PCI 2014 Convention and National Bridge Conference (CD-Rom), Washington D.C.

Royce, M. (2014). “Implementing ultra-highperformance concrete for accelerated bridge construction in New York.” PCI Journal, Vol. 59, No. 4, pp. 38-47.10.15554/pcij.09012014.38.47Royce, M. (2014). “Implementing ultra-highperformance concrete for accelerated bridge construction in New York.” PCI Journal, Vol. 59, No. 4, pp. 38-47.