Effect of Adding Polypropylene Plastic Waste on Compressive Strength and Flexural Strength Concrete
DOI:
https://doi.org/10.24036/cived.v11i3.659Keywords:
Polypropylene;, Substitution;, Compressive Strength;, Flexural Strength.Abstract
Indonesia is the second largest producer of plastic waste in the world after China with an annual contribution of 187.2 million tons of plastic waste. This study aims to analyze the effect of the addition of plastic seeds with polypropylene substitution on the compressive strength and flexural strength of concrete with the intention of reducing waste waste and utilizing it as a concrete mixing material and making concrete properties into green concrete. The method used is the experimental method by making several variations of concrete mixtures with plastic seeds of polypropylene type as a substitute for part of the sand. The mixing of plastic seeds is divided into several variations, namely, 3% polypropylene seeds and 6% polypropylene seeds. Analysis of the test results of the addition of polypropylene seeds compared to the concrete mixture without polypropylene seeds resulted in a compressive strength of 24.14 MPa for the addition of 3%, as well as a value of 23.25 MPa for the addition of 6% each at 28 days of concrete age. As for the flexural strength, an increase value of 0.16 MPa was obtained for the addition of 6% and the addition of 3% at the age of 28 days. This study shows that the results of the study have reached the planned quality target, namely the quality of fc'20 Mpa.
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References
Angga Pirman Firdaurs, & Jonbi. (2019). Effect of using polypropylene (Pp) plastic waste as coarse aggregate admixture on compressive and tensile strength of concrete with Fc' 25 Mpa. Journal of Infrastructure, (2).
Pratama, K. I., Naibaho, P. R. T., & Bangun, S. (2023). The relationship between
compressive strength and flexural strength of concrete with quality Fc' 25 Mega Pascal (MPa). Indonesian Journal of Construction Engineering and Sustainable Development (Cesd), 6(1), 1-7.
Savira, F., & Suhasono, Y. (2013). Definition of Influence, Motivation. Journal of Chemical Information and Modelling, 01(01), 1689-1699.
Danar Kurrniawan, B. S., A. P.,. (2015). Behaviour of compressive and tensile strength of HDPE plastic waste mix concrete. Semesta Teknika, 16(1), 76-82.
Kartini, W. (2019). Use of Polypropylene Fibre to Increase the split tensile strength of concrete. Engineering Planning, 4(1), 1-13
Puja, N., Agustriana, V., & Irianti, L. (2020). Effect of Addition of Steel Fibre and Polypropylene Fibre on the Compressive Strength and Flexural Strength of Concrete. Journal of Civil Engineering and Design, 8(4), 681-692.
Ridwan, F. F., Subari, & Elma, Y. (2014). Effect of Polypropylene (Pp) Plastic Glass Shreds on the Compressive Strength and Tensile Strength of Concrete, 2(1), 24-37.
Risayanti, R., Triwahyudi, R. N., & Anggraini, R. (2023). Analysis of compressive and flexural strength values of added polypropylene fibre curved form in normal concrete mix. Unbari Civonlit Journal, 8(2), 99.
Surdarsono, I., Wahyurdi, S. I., & Adi, H. P. (2023). Fly Ash and Silica Furmer Surbstiturtion on Comprerssiver Strerngth and Perrmerability of Concrerter in ther Mariner Ernvironmernt. Jurrnal PernSil, 12(3), 281–292.
Surdarsono, I., Wahyurdi, S. I., & Adi, H. P. (2023). Fly Ash and Silica Furmer Surbstiturtion on Comprerssiver Strerngth and Perrmerability of Concrerter in ther Mariner Ernvironmernt. Jurrnal PernSil, 12(3), 281–292.
Hasan Momtaz, M.M (2024, January). Changes in flexural, tensile and characteristics of kerb concrete due to the addition of tyre-derived aggregates and polypropylene fibres. Journal of Building Engineering 83 (2024) 108438, 17.
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