Experimental Study on Partially Replacing Aggregates with  Polyethylene Waste in Concrete Pavement

Farhad Fayaz; Aadil Yousuf

doi:10.55524/ijirem.2023.10.4.23

Authors

Farhad Fayaz M.Tech Scholar, Department of Civil Engineering, RIMT University, Mandi Gobindgarh, Punjab, India Author
Aadil Yousuf M.Tech Scholar, Department of Civil Engineering, Punjabi University, Patiala, India Author

DOI:

https://doi.org/10.55524/ijirem.2023.10.4.23

Keywords:

Polyethylene Waste, Mechanical Properties, Aggregates, Concrete Pavement

Abstract

The management of waste plastics presents a significant difficulty in both India and globally due to the escalating consumption of plastics and their extensive decomposition time, spanning many centuries. Therefore, it is imperative to employ efficient strategies for the utilisation of these plastic materials. The primary aim of this study was to examine the viability of utilising waste polyethylene waste (PEW) as a partial substitute for aggregates in the manufacturing of concrete pavement mixtures. This study utilised cement, sand, coarse aggregate, and polyethylene waste (PEW). PEW was utilised as a substitute for aggregates by volume at several percentages, namely 0%, 10%, 20%, and 30%. The findings of the study indicate that the substitution of 5% of the coarse aggregate with PEW waste resulted in an 11% increase in the 28-day splitting tensile strength of the concrete pavement mix. Furthermore, the compressive and flexural strengths of the concrete mix in question exceeded the minimum compressive and flexural values specified by the concrete mix guide. Based on the findings of the test results, it is advised that the utilisation of PEW exceeding 5% of the coarse aggregate composition in the mixture be employed for the construction of low traffic pavements, rural roads and pavements. The redesigned pavement blocks are deemed to have the potential to make a significant contribution towards the global management of plastic waste.

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References

Al-Manaseer, Akthem and T.r. Dalal. “Concrete Containing Plastic Aggregates.” Concrete international 19 (1997): 47-52. 2. Choi YW, Moon DJ, Chung JS, Cho SK (2005) Effects of waste PET bottles aggregate on the properties of concrete. Cem Concr Res 35:776–781. https://doi.org/10.1016/J.CEMCONRES.2004.05.014 3. Marzouk O, Dheilly R, management MQ-W, 2007 undefined Valorization of post-consumer waste plastic in cementitious concrete composites. Elsevier

Suganthy P, Chandrasekar D, Kumar K SP, Professor A Utilization of Pulverized Plastic In Cement Concrete As Fine Aggregate. IJRET: International Journal of Research in Engineering and Technology

Batayneh M, Marie I, Asi I (2007) Use of selected waste materials in concrete mixes. Waste Management 27:1870– 1876. https://doi.org/10.1016/J.WASMAN.2006.07.026

Naik TR (2008) Sustainability of Concrete Construction. Practice Periodical on Structural Design And Construction. 13 (2) 98–103

Vahedifard F, Nili M, Meehan CL (2010) Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement. Constr Build Mater 24:2528–2535. https://doi.org/10.1016/J.CONBUILDMAT.2010.06.003

Domone PL, Soutsos MN (1997) Properties of high-strength concrete mixes containing PFA and ggbs. Magazine of Concrete Research 49:263–265. https://doi.org/10.1680/macr.1997.49.180.263

Güneyisi E, Gesoǧlu M, Mohamadameen A, et al (2014) Enhancement of shrinkage behavior of lightweight aggregate concretes by shrinkage reducing admixture and fiber reinforcement. Constr Build Mater 54:91–98. https://doi.org/10.1016/J.CONBUILDMAT.2013.12.041

Habib A, Begum R, & MA-IJ of S, 2013 undefined (2013) Mechanical properties of synthetic fibers reinforced mortars. researchgate.netA Habib, R Begum, MM AlamInternational Journal of Scientific & Engineering Research, 2013•researchgate.net 4:

Ozger OB, Girardi F, Giannuzzi GM, et al (2013) Effect of nylon fibres on mechanical and thermal properties of hardened concrete for energy storage systems. Mater Des 51:989–997. https://doi.org/10.1016/J.MATDES.2013.04.085

Yin S, Tuladhar R, Shi F, et al (2015) Use of macro plastic fibres in concrete: A review. Constr Build Mater 93:180–188. https://doi.org/10.1016/j.conbuildmat.2015.05.105

Jafarifar N, Pilakoutas K, Bennett T (2014) Moisture transport and drying shrinkage properties of steel–fibre-reinforced concrete. Constr Build Mater 73:41–50. https://doi.org/10.1016/J.CONBUILDMAT.2014.09.039

Buratti N, Mazzotti C, Savoia M (2011) Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes. Constr Build Mater 25:2713–2722. https://doi.org/10.1016/J.CONBUILDMAT.2010.12.022

Kaufmann J, Bork EW, Alexander MJ, Blenis P V. (2013) Habitat selection by cattle in Foothill landscapes following variable harvest of aspen forest. For Ecol Manage 306:15–22. https://doi.org/10.1016/J.FORECO.2013.06.004

Courard L, Michel F, Delhez P (2010) Use of concrete road recycled aggregates for Roller Compacted Concrete. Constr Build Mater 24:390–395. https://doi.org/10.1016/J.CONBUILDMAT.2009.08.040

Silva R V., De Brito J, Saikia N (2013) Influence of curing conditions on the durability-related performance of concrete made with selected plastic waste aggregates. Cem Concr Compos 35:23–31. https://doi.org/10.1016/J.CEMCONCOMP.2012.08.017

Fang C, Wu C, Hu J, et al (2014) Pavement properties of asphalt modified with packaging-waste polyethylene. Journal of Vinyl and Additive Technology 20:31–35. https://doi.org/10.1002/VNL.21328

Mancini SD, Zanin M (1999) Recyclability of PET from virgin resin. Materials Research 2:33–38. https://doi.org/10.1590/S1516-14391999000100006

(ASTM) C39 (2011) American Society for Testing and Materials (ASTM) C39/C39M-11a, 2011. Standard test method for compressive strength of cylindrical concrete specimens. In: Annual Book of ASTM Standards, West Conshohocken, Pennsylvania, USA.

(ASTM) C496-96 (1996) American Society for Testing and Materials (ASTM) C496-96, 1996. Standard test method for splitting tensile strength of cylindrical concrete specimens. In: Annual Book of ASTM Standards, Pennsylvania, USA.

ASTM C 157/C 157M (2003) Standard test method for length change of hardened hydraulic cement mortar and concrete. American Society of Testing and Materials, West Conshohocken, U.S.A.

Vikas Soni. Laboratory Study on Bituminous Concrete Pavement Using Low Density Polyethylene, International Journal of Innovative Research in Engineering & Management (IJIREM), 10(2). doi:10.55524/ijirem.2023.10.2.12.

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