Journal
JOURNAL OF CLEANER PRODUCTION
Volume 273, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.jclepro.2020.122970
Keywords
Waste glass; Geopolymer; Curing temperature; Particle size; Compressive strength
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Funding
- Shanghai Pujiang Program, China
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This paper aims to investigate the effects of waste glass particle size and curing temperature on the mechanical properties, microstructure and minerology of waste glass-slag-based and waste glass-fly ash-based geopolymers. Specimens synthesized from ground waste bottle glass of three different particle size distributions (D-50 = 49.2 mu m,159.1 mu m, and 302.1 mu m), ground granulated blast furnace slag (GGBS) and Class F fly ash (FFA) were produced by reacting with alkaline activators potassium hydroxide (KOH) and sodium metasilicate nonahydrate (Na2SiO3 center dot 9H(2)O). The geopolymer specimens were cured at four temperatures (20 degrees C, 50 degrees C, 80 degrees C, 100 degrees C) for the initial 24 h and then at 20 degrees C. The compressive strength of the cylinders was tested. Scanning Electron Microscope (SEM) and X-Ray Diffraction (XRD) were utilized to evaluate the microstructural and mineral characterization. Curing at 80 degrees C, the geopolymer made by GGBS and waste glass of D-50 = 49.2 mu m achieved a compressive strength of 46.5 MPa on the 28th day. The glass powder with D-50 larger than 300 mu m showed relatively low chemical reactivity and hardly had any reaction with the alkaline solution. An increase of curing temperature in the initial 24 h generally accelerated the kinetics and reached a higher extent of reaction, especially specimens added waste glass. Increasing curing temperature from 50 degrees C to 80 degrees C improved the compressive strength of most of specimens containing waste glass effectively. The geopolymers synthesized from the mixture of glass powder and slag achieved much higher compressive strength compared to the ones made with pure glass or slag. This was, however, not observed in Class F fly ash due to low calcium content of Class F fly ash. (C) 2020 Elsevier Ltd. All rights reserved.
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