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dc.contributor.authorSutharsan, ME
dc.contributor.authorPushparaj, P
dc.contributor.authorSajithkumar, D
dc.contributor.authorKaneesh, V
dc.date.accessioned2025-08-29T06:41:00Z
dc.date.available2025-08-29T06:41:00Z
dc.date.issued2024-09-29
dc.identifier.urihttps://ir.kdu.ac.lk/handle/345/8860
dc.description.abstractPlastic waste is a significant environmental concern due to its negative impact on the ecosystem. This study investigated the use of waste plastic as a partial replacement for sand in M15 grade concrete and assessed its effects on the physical and mechanical properties of concrete. Ten concrete mixtures were prepared with varying levels of plastic substitution: 0%, 2%, 4%, 6%, 8%, 10%, 12%, 14%, 16%, and 18%. Concrete cubes measuring 150 x 150 x 150 mm were cast for each mixture to evaluate workability, unit weight, compressive strength, and tensile strength. Slump tests were performed on-site to assess workability. Two cubes from each mixture were cured in water and tested for compressive strength at 7 and 28 days. Results indicated that plastic replacement of up to 10% improved mechanical and physical properties compared to conventional M15 concrete. This study highlights the potential benefits of incorporating waste plastic into concrete, including enhanced material properties, cost savings, and environmental benefits. Reusing waste plastic in concrete not only mitigates environmental issues related to plastic waste but also contributes to more sustainable and economical construction practices.en_US
dc.language.isoenen_US
dc.subjectEnvironmental sustainabilityen_US
dc.subjectRecyclingen_US
dc.subjectNormal strength concreteen_US
dc.subjectPlastic wasteen_US
dc.titleThe impact of plastic waste as a partial replacement for sand in normal strength concreteen_US
dc.typeProceeding articleen_US
dc.identifier.facultyFaculty of Engineeringen_US
dc.identifier.journal17th International Research Conference ( KDU IRC ) 2024en_US
dc.identifier.volume144-148en_US


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