Process Development of Fly Ash-Based Geopolymer Mortars in View of the Mechanical Characteristics

This study aimed to determine the effects of design parameters, including the liquid/solid ratio (L/S), Na2SiO3/NaOH weight ratio, and curing temperature, on class F fly ash-based geopolymer composites. For this purpose, two disparate sources of fly ash were supplied from Çatalağzı (FA) and İsken Su...

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Veröffentlicht in:Materials 2021-05, Vol.14 (11), p.2935
Hauptverfasser: Öz, Hatice Öznur, Doğan-Sağlamtimur, Neslihan, Bilgil, Ahmet, Tamer, Aykut, Günaydin, Kadir
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container_issue 11
container_start_page 2935
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creator Öz, Hatice Öznur
Doğan-Sağlamtimur, Neslihan
Bilgil, Ahmet
Tamer, Aykut
Günaydin, Kadir
description This study aimed to determine the effects of design parameters, including the liquid/solid ratio (L/S), Na2SiO3/NaOH weight ratio, and curing temperature, on class F fly ash-based geopolymer composites. For this purpose, two disparate sources of fly ash were supplied from Çatalağzı (FA) and İsken Sugözü (FB) Thermal Power Plants in Turkey. Two different L/S ratios of 0.2 and 0.4 were used. The Na2SiO3/NaOH ratios in the alkaline solutions were 1, 1.5, 2, 2.5, and 3 by weight for each type of geopolymer mixture. Then, 40 different mixes were cured at two specific temperatures (70 °C and 100 °C) for 24 h and then preserved at room temperature until testing. Thereafter, the physical water absorption properties, apparent porosity, and bulk density were examined at 28 days on the hardened mortars. Additionally, compressive and flexural tests were applied to the geopolymers at 7, 28, and 90 days. It was found that the highest compressive strength was 60.1 MPa for the geopolymer manufactured with an L/S of 0.2 and Na2SiO3/NaOH ratio of 2. Moreover, the best thermal curing temperature for obtaining optimal strength characteristics was 100 °C for the FB.
doi_str_mv 10.3390/ma14112935
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For this purpose, two disparate sources of fly ash were supplied from Çatalağzı (FA) and İsken Sugözü (FB) Thermal Power Plants in Turkey. Two different L/S ratios of 0.2 and 0.4 were used. The Na2SiO3/NaOH ratios in the alkaline solutions were 1, 1.5, 2, 2.5, and 3 by weight for each type of geopolymer mixture. Then, 40 different mixes were cured at two specific temperatures (70 °C and 100 °C) for 24 h and then preserved at room temperature until testing. Thereafter, the physical water absorption properties, apparent porosity, and bulk density were examined at 28 days on the hardened mortars. Additionally, compressive and flexural tests were applied to the geopolymers at 7, 28, and 90 days. It was found that the highest compressive strength was 60.1 MPa for the geopolymer manufactured with an L/S of 0.2 and Na2SiO3/NaOH ratio of 2. 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source MDPI - Multidisciplinary Digital Publishing Institute; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; PubMed Central; Free Full-Text Journals in Chemistry; PubMed Central Open Access
subjects Alumina
Bulk density
Caustic soda
Cement
Compressive strength
Concrete
Curing
Design parameters
Electric power generation
Emissions
Energy consumption
Fly ash
Geopolymers
Greenhouse gases
Heat
Industrial plant emissions
Mechanical properties
Mortars (material)
Particle size
Potash
Potassium
Power plants
Ratios
Raw materials
Room temperature
Silica
Sodium
Sodium silicates
Thermal power plants
Water absorption
Weight
title Process Development of Fly Ash-Based Geopolymer Mortars in View of the Mechanical Characteristics
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