H. Katkhuda and B. Hanayneh and N. Shatarat
Influence of Silica Fume on High Strength Lightweight Concrete
407 - 414
2009
3
10
International Journal of Civil and Environmental Engineering
https://publications.waset.org/pdf/3463
https://publications.waset.org/vol/34
World Academy of Science, Engineering and Technology
The main objective of this paper is to determine the
isolated effect of silica fume on tensile, compressive and flexure strengths on high strength lightweight concrete. Many experiments
were carried out by replacing cement with different percentages of silica fume at different constant waterbinder ratio keeping other mix
design variables constant. The silica fume was replaced by 0, 5,
10, 15, 20 and 25 for a waterbinder ratios ranging from 0.26
to 0.42. For all mixes, split tensile, compressive and flexure strengths
were determined at 28 days. The results showed that the tensile, compressive and flexure strengths increased with silica fume incorporation but the optimum replacement percentage is not
constant because it depends on the water–cementitious material (wcm) ratio of the mix. Based on the results, a relationship between
split tensile, compressive and flexure strengths of silica fume concrete was developed using statistical methods.
Open Science Index 34, 2009