4.6 Article

Clayey Soil Improvement with Polyethylene Terephthalate (PET) Waste

Journal

APPLIED SCIENCES-BASEL
Volume 13, Issue 21, Pages -

Publisher

MDPI
DOI: 10.3390/app132112081

Keywords

clay; waste recycling; polyethylene terephthalate (PET); soil improvement; geotechnical parameters; cohesion; friction angle; soil deformation

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With the increase in population and development of technology, construction activities have expanded, posing challenges to the bearing capacity of foundation grounds. This study focuses on using plastic waste materials made from polyethylene terephthalate (PET) to improve the mechanical characteristics of soil. The results show that even at low PET addition, the mechanical properties of clay can be enhanced, which helps reduce pollution and improve soil quality.
Population expansion and the development of technology have led to an increase in construction activities. In many cases, foundation grounds do not have a high enough bearing capacity and are not capable of ensuring the safe exploitation of the construction. A soil with poor mechanical characteristics must be improved using various methods, such as adding hydraulic binders (lime and cement), natural fibres, or more recently, plastic waste materials. This work aims to study the behaviour of plastic waste materials made from polyethylene terephthalate (PET) in soil improvement. Thus, the mechanical characteristics of a clay improved with shredded PET were studied. PET was added in relation to the dry mass of the clay, in percentages of 2%, 4% and 6%. The studied clay was collected from a construction site around Cluj-Napoca, Romania, from a depth of 1 divided by 10 m. PET was provided by a local plastic waste repository. It comes from recycled water, beer and soda bottles and was cleaned using specific methods for cleaning and recycling plastic waste. PET was shredded into irregular shapes with sizes ranging from 3 mm to 12 mm and was randomly distributed in the test specimens. Compression and direct shear tests were carried out to study the compressibility and shear parameters of the improved soil (internal friction angle and cohesion). The experimental results showed an improvement in the mechanical characteristics of the clay even at a low PET addition of 2% and 4%. This method can contribute to solving two current problems of the modern world: reducing pollution by recycling plastic waste materials and using them to improve the mechanical characteristics of soil.

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