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Institute of Environmental Technology, CEET, Nanotechnology Centre, CEET, VSB-Technical University of Ostrava, 17. Listopadu 2172/15, 708 00, Ostrava, Czech Republic
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Centre for Advanced Innovation Technology, VSB-Technical University of Ostrava, 17. Listopadu 2172/15, 708 00, Ostrava, Czech Republic
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This work was supported by Ministry of Education, Youth and Sports of the Czech Republic via the “Institute of Environmental Technology—Excellent Research” project [Grant Number CZ.02.1.01/0.0/0.0/16_019/0000853]; the “Research on the management of waste, materials and other products of metallurgy and related sectors” project [Grant Number CZ.02.1.01/0.0/0.0/17_049/0008426]; and the SGS projects [Grant Numbers SP2022/13 and SP2022/68].
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Performance MRP is the performance automotive division of MRP Manufacturing, LLC. MRP is a trusted, top-rated seller on eBay; selling on the site since 2009 ...
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Huseien GF, Mirza J, Ismail M, Hussin MW (2016) Influence of different curing temperatures and alkali activators on properties of GBFS geopolymer mortars containing fly ash and palm-oil fuel ash. Constr Build Mater 125:1229–1240. https://doi.org/10.1016/j.conbuildmat.2016.08.153
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Wang A, Zheng Y, Zhang Z, Liu K, Li Y, Shi L, Sun D (2020) The durability of alkali-activated materials in comparison with ordinary Portland cements and concretes: a review. Engineering 6(6):695–706. https://doi.org/10.1016/j.eng.2019.08.019
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High speed steel vs carbide vstungstencarbide
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Fly ash and granulated blast-furnace slag can be considered "multifunctional waste." This study is focused on properties of a non-cement binder prepared from slag and fly ash activated by solid alkali activator. Fly ash was milled (2.5, 5.0, and 7.5 min) in order to increase its reactivity, and particle size distribution, specific surface area, and grain morphology were determined for all milled FA samples. Two GBFS + FA mixtures (70:30 and 85:15 w/w) were studied. Prepared mixtures were activated by solid alkali activator (Na2SiO3). Optimal weight ratios were calculated for CaO, SiO2, and Al2O3 components. Properties of the mixtures were studied in dependence on the GBFS:FA mass ratio and FA milling time (0–7.5 min). After 2 and 28 days of hydration, compressive strength of all mixtures exceeded 20 and 60 MPa, respectively. The 85:15 ratio led to generally higher compressive strength 108.3 MPa was reached after 90 days using FA milled for 7.5 min. Corrosion resistance was tested by exposing mixtures to distilled water, 0.5% HCl, and 3% Na2SO4 for 65 days, and evaluated by measuring changes in CS. Also the corrosion resistance was found higher (Na2SO4) than and comparable (HCl, water) to the 70:30 ratio. This study aims to show that GBFS + FA mixtures (70:30 and 85:15 w/w) activated by solid Na2SiO3 can achieve high CS and good corrosion resistance.
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
Puertas F, de Gutiérrez R, Fernández-Jiménez A, Delvasto S, Maldonado J (2002) Alkaline cement mortars. Chemical resistance to sulfate and seawater attack. Mater Constr 52(267):55–71. https://doi.org/10.3989/mc.2002.v52.i267.326
Hassan A, Arif M, Shariq M (2019) Use of geopolymer concrete for a cleaner and sustainable environment—a review of mechanical properties and microstructure. J Clean Prod 223:704–728. https://doi.org/10.1016/j.jclepro.2019.03.051
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Palomo A, Krivenko PV, Garcia-Lodeiro L, Kavalerova E, Maltseva O, Fernández-Jiménez A (2014) A review on alkaline activation: new analytical perspectives. Mater Construct. https://doi.org/10.3989/mc.2014.00314
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Wang KT, Du LQ, Lv XS, He Y, Cui XM (2017) Preparation of drying powder inorganic polymer cement based on alkali-activated slag technology. Powder Technol 312:204–209. https://doi.org/10.1016/j.powtec.2017.02.036
Rashad AM (2014) A comprehensive overview about the influence of different admixtures and additives on the properties of alkali-activated fly ash. Mater Des 53:1005–1025. https://doi.org/10.1016/j.matdes.2013.07.074
Pacheco-Torgal F, Castro-Gomes J, Jalali S (2008) Alkali-activated binders: a review: Part 1. Historical background, terminology, reaction mechanisms and hydration products. Constr Build Mater 22(7):1305–1314. https://doi.org/10.1016/j.conbuildmat.2007.10.015
Huseien GF, Mohd Sam AR, Alyousef R (2020) Texture, morphology and strength performance of self-compacting alkali-activated concrete: role of fly ash as GBFS replacement. Constr Build Mater 270:121368. https://doi.org/10.1016/j.conbuildmat.2020.121368
Alrefaei Y, Wang YS, Dai JG (2021) Effect of mixing method on the performance of alkali-activated fly ash/slag pastes along with polycarboxylate admixture. Cem Concr Compos 117:103917. https://doi.org/10.1016/j.cemconcomp.2020.103917
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Komljenović M, Baščarević Z, Marjanović N, Miladinović Z, Petrović R (2015) The influence of fly ash characteristics and reaction conditions on strength and structure of geopolymers. Constr Build Mater 94:361–370. https://doi.org/10.1016/j.conbuildmat.2015.07.014
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Department of Thermal Engineering, Faculty of Materials Science and Technology, Institute of Environmental Technology, CEET, VSB-Technical University of Ostrava, 17. Listopadu 2172/15, 708 00, Ostrava, Czech Republic
Komljenović M, Baščarević Z, Bradić V (2010) Mechanical and microstructural properties of alkali-activated fly ash geopolymers. J Hazard Mater 181(1–3):35–42. https://doi.org/10.1016/j.jhazmat.2010.04.064
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European Norm EN 196-1: Methods of testing cement. Part 1: determination of strength, Czech Office for Standards, Metrology and Testing, Czech Republic, 2016
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Ovčačíková, H., Tokarský, J., Maierová, P. et al. Effect of Mass Ratio and Milling on Compressive Strength and Corrosion Resistance of Blast-Furnace Slag/Fly Ash Geopolymer Activated by Solid Alkali Activator. J. Sustain. Metall. 8, 1961–1974 (2022). https://doi.org/10.1007/s40831-022-00618-5
Luukkonen T, Abdollahnejad Z, Yliniemi J, Kinnunen P, Illikainen M (2018) Comparison of alkali and silica sources in one-part alkali-activated blast furnace slag mortar. J Clean Prod 187:171–179. https://doi.org/10.1016/j.jclepro.2018.03.202
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Hossain MM, Karim MR, Hossain MK, Islam MN, Zain MFM (2015) Durability of mortar and concrete containing alkali-activated binder with pozzolans: a review. Constr Build Mater 93:95–109. https://doi.org/10.1016/j.conbuildmat.2015.05.094