Please use this identifier to cite or link to this item: http://repositorio.ufla.br/jspui/handle/1/48909
Title: Soil-cement bricks development using polymeric waste
Keywords: Composites
Ecological brick
Reinforcement materials
Thermal insulation
Tire
Polyethylene terephthalate
Compósitos
Tijolo ecológico
Materiais de reforço
Isolamento térmico
Pneu
Polietileno tereftalato
Issue Date: Nov-2021
Publisher: Springer
Citation: METZKER, S. L. O. et al. Soil-cement bricks development using polymeric waste. Environmental Science and Pollution Research, [S.I.], 2021. DOI: https://doi.org/10.1007/s11356-021-16769-z.
Abstract: This research aimed to evaluate the effect of adding different polymeric waste percentages and types on the physical, mechanical, thermal, and durability properties of soil-cement bricks. Tire and polyethylene terephthalate (PET) waste were evaluated at 1.5 and 3.0% (mass/mass). The soil was characterized in terms of shrinkage, compaction, consistency limits, particle size, and chemical analyses, whereas the waste particles were submitted to morphological characterization. The bricks were produced in an automatic press with a 90:10 (mass/mass) soil:cement ratio. The soil-cement bricks were characterized by density, moisture, water absorption, loss of mass by immersion, compressive strength, thermal conductivity, and microstructural analysis. PET waste stood out for its use as reinforcement in soil-cement bricks. The best performance was obtained for bricks reinforced with 1.5% PET, which showed a significant compressive strength improvement, meeting the marketing standards criteria, even after the durability test, as well as obtaining the lowest thermal conductivity values. The percentage increase from 1.5 to 3.0% fostered a significant water absorption and loss of mass increase, as well as a significant compressive strength reduction of the bricks.
URI: https://doi.org/10.1007/s11356-021-16769-z
http://repositorio.ufla.br/jspui/handle/1/48909
Appears in Collections:DEG - Artigos publicados em periódicos

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