1 |
ASTM D4123-82, "Standard test method for indirect tension test for resilient modulus of bituminous mixtures."
|
2 |
Baek, Y.J., Park, C.W., and Kim, N. (2012). "An evaluation of epoxy asphalt mixtures for long-span steel bridge deck." Korean Society of Civil Engineers, Vol.32, No.6D, pp.579-586.
DOI
ScienceOn
|
3 |
Baek, Y.J., Cho, S.H., Park, C.W., and Kim, N. (2012). "A development of strength prediction model of epoxy asphalt concrete for traffic opening" Korean Society of Civil Engineers, Vol.32, No.6D, pp.599-606.
DOI
ScienceOn
|
4 |
Cho, S.H., Lee, S.H., Yoo, I.K.., and Kim, N. (2012). "A development of skid resistance prediction model considering water film thickness and vehicle speed" Korean Society of Civil Engineers, Vol.32, No.3D, pp.223-229.
|
5 |
Huang, W., Chen, G., and Yang, J. (2003). "Research on the performance of locally developed epoxy asphalt mixes." Chinese Science Bulletin, Vol.48, pp.2391-2394.
DOI
ScienceOn
|
6 |
Kim, N., (2012). "A comparative study on pavement techniques for steel bridge decks" Journal of the Korean Society of Disaster Informantion, Vol.8, No.2, pp.100-107.
|
7 |
Lee, K. and Ok, C. (1998) "A study on optimization and field applications of stone mastic asphalt (SMA) concrete pavement." Research Report, Korea Highway Cooperations.
|