Advancing Sustainable Construction Materials: Wood, Rubber, and Cenospheres Geopolymer Masonry Units Development

Firesenay Zerabruk Gigar, Amar Khennane, Jong-Leng Liow, Safat Al-Deen, Biruk Hailu Tekle (), Cooper J. Fitzgerald, Anthony Basaglia and Charles L. Webster
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Firesenay Zerabruk Gigar: School of Engineering and Technology, The University of New South Wales, Campbell, ACT 2600, Australia
Amar Khennane: School of Engineering and Technology, The University of New South Wales, Campbell, ACT 2600, Australia
Jong-Leng Liow: School of Engineering and Technology, The University of New South Wales, Campbell, ACT 2600, Australia
Safat Al-Deen: School of Engineering and Technology, The University of New South Wales, Campbell, ACT 2600, Australia
Biruk Hailu Tekle: Institute of Innovation, Science and Sustainability, Federation University, Ballarat, VIC 3350, Australia
Cooper J. Fitzgerald: School of Engineering and Technology, The University of New South Wales, Campbell, ACT 2600, Australia
Anthony Basaglia: School of Engineering and Technology, The University of New South Wales, Campbell, ACT 2600, Australia
Charles L. Webster: School of Engineering and Technology, The University of New South Wales, Campbell, ACT 2600, Australia

Sustainability, 2024, vol. 16, issue 8, 1-15

Abstract: As the environmental impact of modern society continues to escalate, the construction industry actively pursues environmentally friendly materials to revolutionize its practices. Recycling, especially repurposing end-of-service materials and industrial wastes, emerges as a pivotal strategy offering a promising path towards sustainable construction. This study focuses on the innovative reuse of end-of-service wood, crumb rubber, and cenosphere with geopolymer binder to produce sustainable alternatives to masonry units. The study was conducted in two stages. In the first stage, cube samples were produced and tested to establish an optimal mix design. Results indicated that as the relative volume of waste increased, the compressive strength decreased. The compressive strength of the wood geopolymer composite decreased from 25 MPa to 4 MPa as the wood-to-binder ratio increased from 0.1 to 0.5. An increasing trend was observed for density with the increase of the rubber-to-wood ratio. The compressive strength also increased with the increase of the rubber-to-wood ratio for most of the investigated ranges. As fly ash is gradually replaced by cenospheres, a significant decrease in compressive strength was noted, about 70% and 80% for wood-to-binder (ratios of 0.2 and 0.3, respectively). In the second stage, three distinct types of masonry units were produced and tested based on the optimized mix design. The compressive strength results indicated promising performance, with wood-geopolymer masonry units exhibiting a strength of 8.39 MPa, wood-rubber-geopolymer masonry units achieving 8.32 MPa, and wood-cenosphere-geopolymer masonry units resulting in 7.33 MPa. While these values fell below the target 10 MPa, it is noteworthy that wood-geopolymer masonry units and wood-rubber-geopolymer masonry units met the minimum compressive strength requirements of some standards and demonstrated significantly better ductility compared to traditional masonry units. The results showcase significant promise in the viability and performance of these innovative masonry units.

Keywords: sustainable construction material; bio-sourced material; wood-geopolymer composite; crumbed rubber; cenospheres; lightweight composites; masonry units (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2024
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