Application of waste glass powder in cemenitious grouts
Paper
Paper/Presentation Title | Application of waste glass powder in cemenitious grouts |
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Presentation Type | Paper |
Authors | Entezam, Alireza, Nourizadeh, Hadi, Mirzaghorbanali, Ali, Burey, Polly, Shelley, Tristan and Aziz, Naj |
Editors | Aziz, N. and Mirzaghorbanali, A. |
Journal or Proceedings Title | Proceedings of the 2024 Resource Operators Conference |
Journal Citation | pp. 285-291 |
Number of Pages | 7 |
Year | 2024 |
Publisher | University of Wollongong |
Place of Publication | Australia |
ISBN | 9781741283969 |
9781741283952 | |
Web Address (URL) of Paper | https://ro.uow.edu.au/coal/902/ |
Web Address (URL) of Conference Proceedings | https://ro.uow.edu.au/coal/ |
Conference/Event | 2024 Resource Operators Conference (ROC2024) |
Event Details | 2024 Resource Operators Conference (ROC2024) Delivery In person Event Date 13 to end of 16 Feb 2024 Event Location Wollongong, Australia Event Venue University of Wollongong |
Abstract | Every year, a significant volume of waste glass, amounting to millions of tons, is generated globally. Once glass becomes waste, it is commonly disposed of in landfills, posing sustainability challenges as it does not decompose in the natural environment. Glass is primarily composed of silica. Utilizing milled (ground) waste glass, as a partial substitute for cementitious grouts, represents a crucial stride in the advancement of sustainable infrastructure systems that are environmentally friendly, energy-efficient, and cost-effective. When waste glass is ground into micro-sized particles, it is anticipated to engage in pozzolanic reactions with cement hydrates. This interaction is poised to enhance the overall performance and durability of the resulting cementitious structures. In this study, flow and compressive strength tests on grout were conducted by introducing 0–5% ground glass with particle sizes< 75μm and 300-425μm, while maintaining a uniform water-to-binder ratio across all replacement levels. The incremental addition of glass led to a marginal reduction in the overall flow of the grout, possibly owing to the angular and irregular shapes of glass powder particles. Compressive strength was assessed using cube samples cured for 7 and 28 days, revealing that the inclusion of recycled glass powder resulted in diminished strength compared to the control samples. This phenomenon can be attributed to the surplus waste glass powder, which, having not participated in the pozzolanic reaction, functions as an inert filler, consequently diminishing the mechanical properties of the matrix. |
Contains Sensitive Content | Does not contain sensitive content |
ANZSRC Field of Research 2020 | 401902. Geomechanics and resources geotechnical engineering |
400502. Civil geotechnical engineering | |
Public Notes | Files associated with this item cannot be displayed due to copyright restrictions, but may be accessed online. Please see the link in the URL field. |
Byline Affiliations | School of Engineering |
Centre for Future Materials | |
Centre for Future Materials (Research) | |
Centre for Future Materials (Operations) | |
University of Wollongong |
https://research.usq.edu.au/item/z7978/application-of-waste-glass-powder-in-cemenitious-grouts
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