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Advancing Sustainable Construction Materials: Wood and Rubber Geopolymer Masonry Mix Development
Recycling industrial waste into construction materials is becoming a fundamental strategy, offering a hopeful path toward sustainable construction practices. This study focuses on the innovative reuse of end-of-service wood and crumb rubber to develop environmentally favorable materials. Their high availability, lightweight properties, and high-energy absorption capacity make them highly suitable as additives in masonry unit production. Furthermore, using them with sustainable binding material, such as geopolymer, enhances the overall sustainability of the masonry, facilitating rapid strength development and enhancing durability while providing increased protection against fire and weathering. The study involved the development of an optimal mix design, which can potentially be used for the production of load-bearing and non-load-bearing masonry units. This was achieved by examining various proportions of wood, as well as combinations of wood and rubber, using a partial–factorial experimental design. The results show that wood-to-binder ratios ranging from 0.2 to 0.4 can potentially be used for the production of wood–geopolymer masonry units. Additionally, a ratio of 0.3 (with 50% wood and 50% rubber) was identified as potentially suitable for producing wood and rubber-based units.
Advancing Sustainable Construction Materials: Wood and Rubber Geopolymer Masonry Mix Development
Recycling industrial waste into construction materials is becoming a fundamental strategy, offering a hopeful path toward sustainable construction practices. This study focuses on the innovative reuse of end-of-service wood and crumb rubber to develop environmentally favorable materials. Their high availability, lightweight properties, and high-energy absorption capacity make them highly suitable as additives in masonry unit production. Furthermore, using them with sustainable binding material, such as geopolymer, enhances the overall sustainability of the masonry, facilitating rapid strength development and enhancing durability while providing increased protection against fire and weathering. The study involved the development of an optimal mix design, which can potentially be used for the production of load-bearing and non-load-bearing masonry units. This was achieved by examining various proportions of wood, as well as combinations of wood and rubber, using a partial–factorial experimental design. The results show that wood-to-binder ratios ranging from 0.2 to 0.4 can potentially be used for the production of wood–geopolymer masonry units. Additionally, a ratio of 0.3 (with 50% wood and 50% rubber) was identified as potentially suitable for producing wood and rubber-based units.
Advancing Sustainable Construction Materials: Wood and Rubber Geopolymer Masonry Mix Development
Lecture Notes in Civil Engineering
Kioumarsi, Mahdi (Herausgeber:in) / Shafei, Behrouz (Herausgeber:in) / Gigar, Firesenay Zerabruk (Autor:in) / Khennane, Amar (Autor:in) / Liow, Jong-leng (Autor:in) / Al-Deen, Safat (Autor:in) / Tekle, Biruk Hailu (Autor:in) / Fitzgerald, Cooper J. (Autor:in) / Basaglia, Anthony (Autor:in) / Webster, Charlie (Autor:in)
The International Conference on Net-Zero Civil Infrastructures: Innovations in Materials, Structures, and Management Practices (NTZR) ; 2024 ; Oslo, Norway
The 1st International Conference on Net-Zero Built Environment ; Kapitel: 75 ; 889-897
09.01.2025
9 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Sustainable construction material , Bio-sourced material , Wood-geopolymer composite , Crumbed rubber , Lightweight composites , Masonry units Energy , Sustainable Architecture/Green Buildings , Building Materials , Control, Robotics, Mechatronics , Environment, general , Civil Engineering , Structural Materials , Engineering
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