Soil concrete based on waste of heat power engineering and siftings of rock grinding
| Autor: | Natalia Konovalova, Dmitry V. Bespolitov, Pavel P. Pankov, Elena Rush |
|---|---|
| Rok vydání: | 2019 |
| Předmět: |
lcsh:GE1-350
Materials science Dolomite Metallurgy 04 agricultural and veterinary sciences 010501 environmental sciences Raw material 01 natural sciences Grinding law.invention Portland cement chemistry.chemical_compound chemistry law Fly ash 040103 agronomy & agriculture 0401 agriculture forestry and fisheries Chlorite Mass fraction Quartz lcsh:Environmental sciences 0105 earth and related environmental sciences |
| Zdroj: | E3S Web of Conferences, Vol 140, p 05015 (2019) |
| ISSN: | 2267-1242 |
| DOI: | 10.1051/e3sconf/201914005015 |
| Popis: | The possibility of recycling large-tonnage waste of heat power engineer-ing and mining industry in road construction is shown. Compositions of road-building materials were researched, containing siftings of rock grinding, fly ash, Portland cement, modified with a stabilizing additive of polymeric nature. X-ray phase analysis showed availability of quartz in fly ash, calcite, feldspars, goethite and X-ray amorphous phase, what is consistent with the data of infrared spectroscopy. By atomic emission spectrometry with inductively coupled plasma it was revealed that fly ash is latent-active and can be disposed in compositions in the presence of a stabilizing additive. The X-ray phase analysis of grinding siftings showed that it contains quartz, feldspars, chlorite, calcite and dolomite. The specific activity of natural radionuclides (226Ra, 232Th, 40К) of fly ash and grinding siftings was 248 and 110 Bq/kg, which allows using such waste in construction without restrictions. It was revealed that the initial mineral raw materials belong to multiphase polymineral systems; therefore, when modifying them with stabilizing additives, binding of finely divided particles should be taken into account. It was revealed that the optimal content of Portland cement and fly ash in samples is 8 and 10 wt.%. It was found that an increase in the mass fraction of fly ash in the composition of soil-concrete up to 30 wt.% leads to softening of the samples and a decrease in their strength characteristics. |
| Databáze: | OpenAIRE |
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