Macro-Properties of Roller Compacted Concrete with High Volume Low Quality Fly Ash

Author(s):  
Mei-Juan Rao ◽  
Shu-Hua Liu ◽  
Zhong-Zheng Deng
Fuels ◽  
2021 ◽  
Vol 2 (4) ◽  
pp. 471-486
Author(s):  
Miguel Ángel Sanjuán ◽  
Cristina Argiz

Nowadays, coal is increasingly being used as an energy source in some countries. This coal-fired generation process, however, has the disadvantage that produces large quantities of coal fly ash. Its characteristics differ depending on the combustion conditions and the coal source. Fineness will influence early compressive strength in cement-based materials. The finer the binding material, the higher the early compressive strength. They can be used to produce high-volume fly ash (HVFA) concrete, self-compacting concrete (SCC), concrete for marine infrastructures, pervious concrete, roller compacted concrete (RCC) and so on.More than seven hundred samples of coal fly ash were collected from a coal-fired power plant for a period of ten years, and their fineness were characterized by sieving. The average fineness on 45 µm, 63 µm, 90 µm and 200 µm mesh sieves were 22.5%, 15.5%, 9.1% and 2.0%, respectively. Then, most of the coal fly ash particles were lower than 45 µm, i.e., from 15 to 30% were retained on the 45 µm sieve, and from 10 to 20% by mass of coal fly ash particles were retained on a 63 µm sieve. Fineness on a 45 µm sieve is a good indirect indicator of the residues on the 63 µm, 90 µm and 200 µm mesh sieves. Accordingly, it is suggested to broaden the range from ±5% to as high as ±7% regarding the fineness variation requirement. Finally, the tested coal fly ash can be applied as cement constituent.


2019 ◽  
Vol 8 (4) ◽  
pp. 6316-6322

The use of roller compacted concrete pavement (RCCP) has increased noticeably over the last few decades, given its economic and environmental benefits. This type of concrete is known for its ability to incorporate natural wastes, such as fly ash. Moreover, to improve the performance and enhance the workability of RCCP, superplasticizer can be used. This study aims to investigate the effect of superplasticizer on the performance of high volume fly ash (HVFA) in RCCP. In achieving this aim, different mixtures of RCCP were prepared, where fly ash replaced 50% of the cement content, in addition to adding superplasticizer in quantities equal to 0%, 0.25%, 0.50%, and 0.75% by weight of the cementitious content. The results showed that up to 0.75% superplasticizer content that there was first, a positive relationship between the superplasticizer content and the compressive, splitting-tensile, and flexural strength. Secondly, increasing the superplasticizer content from 0% to 0.75% caused a noticeable improvement in the workability of the HVFA RCCP and caused a decrease in Vebe time of around 12 s. lastly, superplasticizer caused a reduction in porosity of HVFA RCCP and increased water absorption. Accordingly, this study revealed that it is possible to produce workable and durable concrete with high strength by adding superplasticizer to HVFA RCCP.


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