This paper presents the effects of aggregate properties such as strength, porosity, water absorption, bulk density and specific gravity on the strength and durability of lightweight fly ash aggregate concrete (LWAC). The influence of properties of four aggregates (sintered lightweight fly ash aggreg
Optimization of properties of fly ash aggregates for high-strength lightweight concrete production
โ Scribed by Niyazi Ugur Kockal; Turan Ozturan
- Publisher
- Elsevier Science
- Year
- 2011
- Weight
- 1009 KB
- Volume
- 32
- Category
- Article
- ISSN
- 0261-3069
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โฆ Synopsis
The optimization of properties of lightweight fly ash aggregates for suitability in high-strength lightweight fly ash concrete production was investigated using response surface methodology (RSM). Design-Expert software was used to establish the design matrix and to analyze the experimental data. The relationships between the sintering parameters (temperature, binder content and binder type) and experimentally obtained three responses (specific gravity, water absorption and crushing strength) were established. Also, the optimization capabilities in Design-Expert software were used to optimize the sintering process. Historical data design technique under RSM was performed to optimize the input parameter interactions which showed the best conditions for preparation of fly ash pellets. According to the obtained results, the developed models are statistically accurate and can be used for further analysis. The experimental values agreed with the predicted ones, thus indicating suitability of the model employed and the success of RSM in optimizing the sintering conditions.
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MLx design of fly ash concrete was attempted by three methods to find the influence of design method on the strength development. The conventional addition replacement method was compared with two other techniques by monitoring the compressive strength at 7, 28 and 91 days. The results suggest that
Five fly ash concretes were found to gain considerable strength beyond 28 days when standard cured in water at 20ยฐC. However, strength development came to an almost complete stop after 3ยฝ years, at what time the fly ash activity factors with respect to concrete compressive strength ranged from 0.86