Efficiency of fly ash in concrete

✍ Scribed by K.Ganesh Babu; G.Siva Nageswara Rao

• Publisher: Elsevier Science
• Year: 1993
• Tongue: English
• Weight: 649 KB
• Volume: 15
• Category: Article
• ISSN: 0958-9465
• DOI: 10.1016/0958-9465(93)90025-5

✦ Synopsis

Earlier efforts towards an understanding of the efficiency of fly ash in concrete has led to the introduction of rational methods. Based on the results available on some of the more recent pulverised fuel ashes, the authors evaluated the efficiency of fly ash in concrete over a wide range of percentage replacements (15-75%). It was clearly shown that the overall efficiency of fly ash cannot be adequately predicted using a single efficiency factor at all percentages of replacements. The overall efficiency factor (k ) has been evaluated at all percentages of replacements considering the general efficiency factor (ke) and the percentage efficiency factor (kp). This study resulted in a quantitative assessment of the behaviour of fly ash in concrete, especially for the 28 day compressive strength at different percentages of replacement.

w/(c+ f)

Water cementitious material ratio of fly ash concrete Water cementitious material ratio of fly ash concrete after correction with k e Water cementitious material ratio of fly ash concrete equivalent to normal concrete after correction with k e and kp Difference between water cementitious materials ratio of fly ash concrete and normal concrete The effect of ke on water cementitious materials ratio The effect of kp on water cementitious materials ratio