Mechanical and Durability Assessment of Recycled Waste Plastic (Resin8 & PET) Eco-Aggregate Concrete

被引:32
作者
Babafemi, Adewumi John [1 ]
Sirba, Nina [1 ]
Paul, Suvash Chandra [2 ]
Miah, Md Jihad [3 ]
机构
[1] Stellenbosch Univ, Dept Civil Engn, ZA-7602 Stellenbosch, South Africa
[2] Int Univ Business Agr & Technol, Dept Civil Engn, Dhaka 1230, Bangladesh
[3] Incheon Natl Univ, Urban Sci Inst, Div Architecture & Urban Design, 119 Acad Ro, Incheon 22012, South Korea
关键词
recycled plastic; polyethylene terephthalate; compressive strength; tensile strength; oxygen permeability index; PARTIAL REPLACEMENT; FINE AGGREGATE; PERFORMANCE; PERMEABILITY; RESISTANCE; STRENGTH; MORTAR;
D O I
10.3390/su14095725
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The massive amount of plastic waste in our natural environment is a global concern. In this study, recycling plastic waste to partially replace natural sand in concrete is investigated. The performance of Resin8, a unique combination of all types of plastics and Polyethylene Terephthalate (PET) in concrete, has also been investigated. Replacement contents of 5%, 10%, and 15% for sand by volume were performed. The concrete mixes incorporating recycled plastic waste were tested against a reference concrete mix without plastic. The workability, compressive strength, tensile strength, oxygen permeability index (OPI), and effect of temperature were assessed. Scanning Electron Microscopy (SEM) analysis was conducted on the plastics and plastic concretes, pre- and post-temperature exposure. PET at a replacement content of 10% slightly increased the compressive strength by 2.4%. Regarding the OPI test, all the mixes incorporating recycled plastic waste are classified as "good". When exposed to a temperature of 250 degrees C, no significant change in compressive strength was observed for the concrete mixes incorporating Resin8 at a replacement content of 15%, and the mixes incorporating PET at a replacement content of 5%, 10%, and 15%. It was clear from the results that both Resin8 and PET are suitable as a partial replacement for sand in concrete.
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页数:15
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