Experiment of Fly-Ash with the Mix of Silica for Variation of Strength in Concrete |
Author(s): |
Md. Imteyaz Hussain , NRI Institute of Research & Technology; Prof. Thakur Ramji Ram, NRI Institute of Research & Technology; Prof. Kamlesh Saha, NRI IRT, BHOPAL, M.P. |
Keywords: |
concrete, Fly-Ash mix silica, compressive strength, microstructure, Portland cement, Variability, Poisson’s ratio |
Abstract |
The chemical compositions of various fly ashes show a wide range, indicating that there is a wide variations in the coal used in power plants all over the world Fly ash that results from burning sub-bituminous coals is referred as ASTM Class C fly ash or high calcium fly ash, as it typically contains more than 20 percent of CaO. On the other hand, fly ash from the bituminous and anthracite coals is referred as ASTM Class F fly ash or low calcium fly ash. It consists of mainly an aluminosilicate glass, and has less than 10 percent of CaO. The colour of fly ash can be tan to dark grey, depending upon the chemical and mineral constituents. The chemical composition is mainly composed of the oxides of silicon (SiO2), aluminium (Al2O3), iron (Fe2O3), and calcium (CaO), where as magnesium, potassium, sodium, titanium, and sulphur are also present in a lesser amount. The major influence on the fly ash chemical composition comes from the type of coal. The chemical compositions of various fly ashes show a wide range, indicating that there is a wide variations in the coal used in power plants all over the world Fly ash that results from burning sub-bituminous coals is referred as ASTM Class C fly ash or high calcium fly ash, as it typically contains more than 20 percent of CaO. On the other hand, fly ash from the bituminous and anthracite coals is referred as ASTM Class F fly ash or low calcium fly ash. |
Other Details |
Paper ID: IJSRDV7I120102 Published in: Volume : 7, Issue : 12 Publication Date: 01/03/2020 Page(s): 35-37 |
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