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<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://dirros.openscience.si/IzpisGradiva.php?id=16137"><dc:title>Production and characterization of lightweight aggregates from municipal solid waste incineration fly-ash through single- and double-step pelletization process</dc:title><dc:creator>Ferraro,	Alberto	(Avtor)
	</dc:creator><dc:creator>Ducman,	Vilma	(Avtor)
	</dc:creator><dc:creator>Colangelo,	Francesco	(Avtor)
	</dc:creator><dc:creator>Korat Bensa,	Lidija	(Avtor)
	</dc:creator><dc:creator>Spasiano,	Danilo	(Avtor)
	</dc:creator><dc:creator>Farina,	Ilenia	(Avtor)
	</dc:creator><dc:subject>MSWI fly ash</dc:subject><dc:subject>lightweight aggregate</dc:subject><dc:subject>microtomography</dc:subject><dc:subject>open access</dc:subject><dc:description>The performance of a cold-bonding pelletization process was investigated for lightweight aggregates (LWAs) production from municipal solid waste incineration (MSWI) fly-ash (FA), by including multiple waste materials in the aggregate mixture. Before pelletization, FA was pre-treated by washing with water, which led to a reduction of chloride (66.79%) and sulphate (25.30%) content. This was further confirmed by XRF and XRD analyses, which showed a reduction of chloride elements and the content of chlorine crystalline phases. The pelletization process was carried out using both single- and double-step methods. For single-step pelletization, all the mixtures contained 80% FA, combined with various compositions of cement (5, 10, and 15%) and granulated blast furnace slag (GBFS) (5, 10, and 15%). For the double-step pelletization 30% of cement and 70% of marble sludge (MS) were added to each of the previous mixtures. The apparent density of all the aggregates varied between 1.60 and 1.87 g cm 3, suggesting their suitability to be classified as LWAs. Aggregates produced from double-step pelletization showed improved characteristics, with water absorption capacity and open porosity generally lower compared to the corresponding aggregates from the single-step pelletization. The best values of compressive (crushing) strength (almost 11 MPa) were observed for double-step pelletization aggregates with initial cement: GBFS mixture of 15%:5%. Results from leaching tests showed an overall significant release of chloride and sulphate. Nevertheless, leaching from double-step pelletization aggregates was reduced by 1.73- 4.02 times for chloride and 1.58-5.67 times for sulphate, further suggesting that better performances are achievable through the addition of an aggregate second layer.</dc:description><dc:publisher>Elsevier</dc:publisher><dc:date>2023</dc:date><dc:date>2023-01-26 06:48:55</dc:date><dc:type>Neznano</dc:type><dc:identifier>16137</dc:identifier><dc:language>sl</dc:language><dc:rights>© 2022 The Authors. Published by Elsevier Ltd.</dc:rights></rdf:Description></rdf:RDF>
