1 |
Jung, S.W. (2010). Standardization Technology for The Environmental-Friendly Utilization of Pond Ash Technical Report, R-2007-2-151, Korea Conformity Laboratories, Seoul, 1-15 [in Korean].
|
2 |
Kim, G.T., Yoo, S.W. (2015). An evaluation of applicable feature of structural member using high volume fly-ash concrete, Journal of the Korean Recycled Construction Resource Institute, 3(2), 109-114 [in Korean].
DOI
|
3 |
Korea Concrete Institute(KCI). (2012). Concrete Structural Standard [in Korean].
|
4 |
Lee, H.J., Suh, J.I., Yoo, S.W. (2016). Bond behavior of concrete according to replacement ratio of fly ash and compressive strength of concrete, Journal of the Korean Recycled Construction Resource Institute, 4(1), 19-24 [in Korean].
DOI
|
5 |
Luong, M.P. (1990). Fracture testing of concrete and rock materials, Nuclear Engineering and Design, 133, 83-95.
|
6 |
Mahdi, A., Michael, H., Jeffery, V. (2006). A comparative study of the bond strength of reinforcing steel in high volume fly ash concrete and conventional concrete, Construction Building Materials, 40(6), 919-924.
|
7 |
Rehardt, H.W., Ozbonlt, J., Xu., Dingku, A. (1997). Shear of structural concrete members and pure shear mode II testing, Advanced Cement Based Material, 5, 75-85.
DOI
|
8 |
Uomoto, K., Minematsu, T. (1985). Fundamental study on testing method for shear strength of concrete, Concrete Engineering, 23(3), 17-18.
|
9 |
Wang, S., Pu, X., Scrivener, K., Pratt, P. (1995). Alkali-activated slag cement and concrete: a review of properties and problems, Advances in Cement Research, 27, 93-102.
|
10 |
Yoo, S.W., Kwon, S.J. (2014). An evaluation of basic mechanical performance for high volume fly ash concrete, Journal of the Korean Recycled Construction Resource Institute, 2(3), 265-272 [in Korean].
DOI
|
11 |
Yoo, S.W., Lee, H.J. (2014). Experiment of flexural behavior of reinforced concrete beams with high volume fly ash, Journal of Korea Concrete Institute, 26(3), 323-329 [in Korean].
DOI
|