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Vol.1 , No. 2, Publication Date: Apr. 27, 2018, Page: 79-94
. During study, a total of six concrete mixtures having new state properties towards different mixtures were testified with slump flow, T<sub>50</sub> time, V-funnel time and L-box height ratio analytical tests. The inimitable results came forward that at water-cementitious (w/cm) having a ratio of 0.35, ‘self-compacting concretes’ (SCCs) were likely to be generated by swapping the summative with six selected contents of tire chips of 0%, 5%, 10%, 15%, 20% and 25% by the summative volume. Moreover, experimental results were analyzed statistically by using general linear model analysis of variance, namely GLM-ANOVA. Test results showed that utilization of tire chip negatively affects the fresh properties of self-compacting concretes as well as compressive strength. However, test results obtained from this study satisfy the criteria recommended by EFNARC. Besides, statistical analysis revealed that the tire chip content have significant effect on the fresh characteristics of concretes and the most remarkable parameter influencing the fresh properties and hardened properties is the tire chip content.&picture=http://www.aascit.org/aascit/decorators/img/journal/812.jpg)
| [1] | Nahla Naji Hilal, Department of Dams Engineering and Water Resources, Anbar University, Anbar, Iraq. |
The primary objective of this research study was to determine the influence of utilizing chip rubbers on characteristics of ‘self-compacting concrete’ (SCC). During study, a total of six concrete mixtures having new state properties towards different mixtures were testified with slump flow, T50 time, V-funnel time and L-box height ratio analytical tests. The inimitable results came forward that at water-cementitious (w/cm) having a ratio of 0.35, ‘self-compacting concretes’ (SCCs) were likely to be generated by swapping the summative with six selected contents of tire chips of 0%, 5%, 10%, 15%, 20% and 25% by the summative volume. Moreover, experimental results were analyzed statistically by using general linear model analysis of variance, namely GLM-ANOVA. Test results showed that utilization of tire chip negatively affects the fresh properties of self-compacting concretes as well as compressive strength. However, test results obtained from this study satisfy the criteria recommended by EFNARC. Besides, statistical analysis revealed that the tire chip content have significant effect on the fresh characteristics of concretes and the most remarkable parameter influencing the fresh properties and hardened properties is the tire chip content.
Keywords
Chip Rubber, Fresh Properties, Fly Ash, Hardened Properties, Self-compacting Rubberized Concrete
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