1. Time and mixing time impact on the flexural strength of the fly ash alkali activated mortar.
- Author
-
Dawczyński, Szymon
- Subjects
MORTAR ,FLY ash ,FLEXURAL strength ,IMPACT strength ,LIGNITE ,FLEXURAL strength testing - Abstract
The construction industry is considered as one of the worlds' biggest carbon dioxide emitter and industrial waste producer. This is mainly because of the cement production process which is characterized by high energy consumption. And in Poland, over 70% of the energy is obtained from traditional power plants which use hard coal or brown coal as a main substance in the combustion process (while the average in Europe is 14%). The by-product and mainly waste material which remain after the coal combustion is the fly ash. The solution which on one hand limits the quantity of wastes from the power plants, and on the other hand reduces the cement use in concrete industry, might be the idea of more common application of alkali activated materials (AAM). As it was indicated in the paper, this broad group of modern materials might successfully replace the ordinary Portland cement (OPC) concrete in structural and non-structural applications. However, as the bonding process of AAM is different than the OPC based materials, it is required to know their strength development in time, as well as the factors which influence the strength parameters. The paper presents the results of laboratory investigation on flexural strength of the alkali activated mortar. The main precursor used for preparing the mortar was power plant fly ash containing in its composition silicon and aluminium atoms (which are desirable in terms of alkaline activation), and also carbon and sulphur atoms. The chemical activation of the precursor was done with the use of the mixture of sodium hydroxide and sodium silicate (in ratio 1:1.5). There were prepared two series of the samples – in one of them the mixing time was 2 minutes, and in the other one the mixing time was 5 minutes. After the preparation of cuboidal samples, the mould with the samples was placed for 24 hours in a climate chamber with a constant temperature of 40°C, and then the samples were unmoulded and stored in constant conditions (room temperature 20°C) until the day of testing (which was 1 day, 3, 7, 14, and 28 days after the samples preparation). The flexural strength was tested in a professional testing machine in the standard three-point bending test. The value of the failure force was read from the device, and then the bending strength was calculated. The results of the investigation indicate, that the increase of the flexural strength might be observed approximately till the 14th day, and then the strength stabilizes. This phenomenon might be useful in structural application, especially when high early strength is required. Also, on the basis of the research it was found that too long mixing time of the precursor and activator can lead to a reduction of the final flexural strength. [ABSTRACT FROM AUTHOR]
- Published
- 2023
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