Abstract
This paper investigates the feasibility of using industrially treated polyurethane waste in the form of granules (PUG) in substitution of sand for civil construction (blocks for load or non-load bearing walls, screed). Different PUG amounts were introduced into the cement-based mortar. The results show that 10 wt% PUG strongly reduces the workability and the mechanical strength (at 2 and 7 days) compared to a standard mortar (0 wt% PUG) due to the hydrophilic character of PUG. The mixture with 5 wt% PUG which performs better than 10 wt% PUG was optimized on the basis of workability and early age mechanical strength. It is found that among the tested parameters (superplasticizer (S) at different dosages, PUG pre-saturation, water addition, limestone), adding 1.5 wt% S gives the best performances. At 28 days, 5 wt% PUG with 1.5 wt% S reduced the mechanical strength (32 MPa and 6 MPa, respectively in compression and bending compared to 55 MPa and 9 MPa for the standard mortar) and increased the shrinkage. The dry density and the thermal conductivity were reduced respectively by 9% and 10%, which can be interesting for both off-site construction and plastic waste or mineral resources management.
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Acknowledgements
The authors would like to thank Mr Jean-François Bouteloup (Univ Gustave Eiffel, Cerema, UMR MCD) for open porosity measurements.
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Salem, T., Shehadeh, D., Bouchenafa, O. et al. Feasibility of using polyurethane waste in the form of granules for civil construction. J Mater Cycles Waste Manag 25, 3812–3823 (2023). https://doi.org/10.1007/s10163-023-01807-4
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DOI: https://doi.org/10.1007/s10163-023-01807-4