Abstract
Abstract
Plastic waste management is an international concern. Polyethylene terephthalate (PET) plastic waste is present everywhere in Addis Ababa relative to other types of plastic waste and it is an international concern regarding environmental problems. The amount of plastic trash produced globally is increasing at a rapid rate, and this pollution is caused by improper disposal, the waste’s non-biodegradability, and the harmful gases released during incineration pose a hazard to human health. Because it’s used in so many commonplace items, such as bottles and containers for the food and beverage sectors, polyethylene terephthalate, or PET, is one of the most widely used consumer polymers. Because of its many characteristics, including its inability to biodegrade and the gasses it releases when burned, it has grown to be a significant environmental problem. Waste made of polyethylene terephthalate (PET) must therefore be recycled and used efficiently. The purpose of this study was to produce paver blocks by partially replacing sand with waste Polyethylene Terephthalate (PET) material. Preparing the raw materials, mixing, vibrating, molding, curing, testing the flexural and compressive strengths, and curing are the steps in the production process. . The mixing proportion of paver blocks implemented for this study was 1:2:3, which is a predictable volume basis-mixing ratio of cement, aggregate, and sand correspondingly. Design-Expert 13.0.0 Three-level three factor Box–Behnken design was used for experimental design and statistical analysis of results based on the outcome and discussion. A total of 17 trials were carried out with the following parameters: 10, 20, and 30% of polyethylene terephthalate; 0.52, 0.55, and 0.58 as the water-to-cement ratio; and 7, 14, and 28 days for the curing period. The interaction effects were examined based on the examination of the experimental data. The physio-mechanical properties of Paver Blocks, including water absorption, compressive strength, and flexural strength, were examined. At a water-to-cement ratio of 0.55, obtained maximum flexural and compressive strength which is 4.92 MPa, and 29.74 MP respectively, and when PET plastic waste percentage increased, both flexural and compressive strength decreased but we got a good flexural and compressive strength value at 10% PET. And also water absorption rates were increased as PET plastic waste increased. The ideal process variables for polyethylene terephthalate percentage were 10 and 28. The paver blocks average and maximum water absorption rates were 3.39% and 3.95%, respectively. Compared to regular blocks, the resultant Paver Blocks are lighter and have superior physical and mechanical qualities. These are excellent illustrations of planned paver applications that can make use of prefabricated paver blocks.