1 |
ACI Committee 318. (2008). Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary, American Concrete Institute, Farmington Hills, MI, 473.
|
2 |
Ahn Y.S., Cha Y.D. (2004). Flexural Behavior of RC Beam Using High Volume Fly-Ash Cement, Journal of Korean Recycled Construction Resources Institute, 2(2), 128-136 [in Korean].
DOI
|
3 |
Bilodeau. A, Sivasundaram. V, Painter. K, Malhotra. V. (1994). Durability of concrete incorporating high volumes of fly ash from sources in the USA, American Concrete Institute Material Journal, 91(1), 13-20.
|
4 |
Choi Y.W., Park M.S., Choi B.K., Oh S.R. (2014). The Properties of Strength Development of High Volume Fly Ash Concrete with Reduction of Unit Water Content, Journal of Korean Recycled Construction Resources Institute, 2(1), 46-51 [in Korean].
DOI
|
5 |
Fedaral highway administration, Material property characterization of ultra-high performance concrete 1st ed., Washington D.C: FHA, 2006, 23-49.
|
6 |
Hognestad. E. (1951). A Study of Combined Bending and Axial Load in Reinforced Concrete Members, Bulletin 399, University of Illinois Engineering Experiment Station, Urbana, IL, 128.
|
7 |
Jung S.H., Kwon S.J. (2004). Engineering properties of cement mortar with pond ash in South Korea as construction materials: from waste to concrete, Central European Journal of Engineering, VERSITA, 3(3), 522-533.
|
8 |
Muller U., Rubner K. (2006). The microstructure of concrete made with municipal waste incinerator bottom ash as an aggregate component, Cement and Concrete Research, 36(10), 1434-1443.
DOI
ScienceOn
|
9 |
Yoo S.W., Kwon S.J. (2014). An Evaluation of Basic Mechanical Performance for High Volume Fly Ash Concrete, Journal of Korean Recycled Construction Resources Institute, 2(3), 202-208 [in Korean].
DOI
|