Influence of PET wastes on the environment and high strength concrete properties exposed to high temperatures. (20th November 2019)

• Record Type: Journal Article
• Authors: Alfahdawi, Ibrahim H.; Osman, S.A.; Hamid, R.; AL-Hadithi, Abdulkader Ismail
• Is Part Of: Construction & building materials. Volume 225(2019)
• Page Start: 358
• Page End: 370
• Publication Date: 2019-11-20
• Subjects: Carbon monoxide -- Compressive strength -- High temperatures -- Porosity -- Plastic waste; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2019.07.214
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: HSC contained PET waste, FA, and NS before and after exposure to high temperatures investigated. The presence of NS and FA improved compressive and flexural strength. The presence of PET in HSC specimens exposed to 700 °C prevented spalls. The CO gas emitted was higher than the allowed limitations for human breath (9 ppm). The color of the original HSC specimens changed with increasing temperature. Abstract: The accumulation of polyethylene terephthalate (PET) waste from single use of drinking water bottles and fly ash (FA) generated from power stations has become the main threats to the environment every year. The cement production increases with increasing concrete demand worldwide, thereby increasing pollution caused by emission of CO and CO2 from manufacturing processes. High-strength concrete (HSC) is brittle and has low tensile strength. Moreover, HSC has low porosity and thus suffers from spalls at high temperatures. The importance of this study is to investigate the effect of PET waste on the hardened properties of HSC, reduce the HSC spalls, measures the CO and CO2 gases releases from specimens contains PET waste exposed to high temperatures and reduce the cement used in concrete. In this study, 0.25% of coarse aggregate weight was replaced by PET fiber waste and FA was used by 30%, 35%, and 40% instead of cement weight. Nanosilica (NS) material was used by 2.5%, 5%, and 7.5% of cement weight to compensate the expected strength reduction after using FA and PET. A part of the specimens was exposed to 400 °C and 700 °C to investigate the effect of high temperatures on compressive strength, flexural strength, spalling, porosity, CO and CO2 emissions, and concrete color changes. Results showed that the compressive and flexural strength were improved by the presence of FA and NS but reduced by elevated temperatures. Spalls appeared in specimens containing NS exposed to 700 °C but not in specimens containing PET combined with NS. The porosity of the control specimens increased with increasing temperature, while presence of FA and NS in HSC specimens refined the pores by 50%. The color of the specimen surface changed with increasing temperature. Hence, specimens containing PET waste and exposed to high temperatures released CO gas at concentrations higher than the allowed limitations to human breath in a closed environment.