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  5. Mechanical treatment for enhancing the pozzolanic reactivity of recycled powder from waste wind turbine blades
 
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Mechanical treatment for enhancing the pozzolanic reactivity of recycled powder from waste wind turbine blades
File(s)
1-s2.0-S0950061825048822-main.pdf (12.3 MB)
Published version
OA Location
https://doi.org/10.1016/j.conbuildmat.2025.144730
Author(s)
Vigor, James E
Sreenivasan, Harisankar
Wong, Hong S
Wu, Chao
Type
Journal Article
Abstract
The pozzolanic reactivity of a recycled glass fibre reinforced polymer (GFRP)-derived supplementary cementitious material (SCM) was enhanced through mechanical treatment involving ball milling (120 rpm for 60–360 min). The nature of the amorphous phase was characterised using quantitative X-ray diffraction (XRD) and Fourier transform infrared (FTIR) spectrometry, which indicated the material to be significantly short-range disordered (>95 wt%). The pozzolanic reactivity was evaluated by determination of the bound water content in parallel with twin-phase amorphous quantification using XRD. The quantity of residual glass was evaluated using an arbitrary phase populated with a calibrated peak list following the PONKCS (partial or no known crystal structure) method, standardised to a 50 wt% corundum spike. The amorphous hydrate content was determined with a spike phase. The strength development of mortar with this new SCM was then investigated. All experimental tests were repeated at least three times to ensure statistical significance. The results indicated a matching trend correlating reactivity, strength, and fineness. The compressive strength at both 7 and 14 days increased by approximately 50 % when the milling duration was extended from 60 min to 360 min. The increase in reactivity of the milled GFRP was attributed to a combination of an increase in specific surface and the alteration to Si-O-Si sites at the reactive surface which enhanced the solubility characteristics.
Date Issued
2025-12-26
Date Acceptance
2025-11-30
Citation
Construction and Building Materials, 2025, 505
URI
https://hdl.handle.net/10044/1/126703
URL
https://doi.org/10.1016/j.conbuildmat.2025.144730
DOI
10.1016/j.conbuildmat.2025.144730
ISSN
0950-0618
Publisher
Elsevier
Journal / Book Title
Construction and Building Materials
Volume
505
Copyright Statement
© 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
License URL
http://creativecommons.org/licenses/by/4.0/
Identifier
10.1016/j.conbuildmat.2025.144730
Subjects
CEMENTS
Publication Status
Published
Article Number
144730
Date Publish Online
2025-12-04
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