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Paper ID:10.55041/IJSREM.FCE021

TO STUDY ON BEHAVIOR OF CONCRETE CONTAINING POLYPROPYLENE GRANULES

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM.FCE021

Volume:

10 |

6 |

Jun 2026

Pages:

1-12

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/ijsrem.FCE021

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

RCA

RAKSHITA C ARKACHARI

Department of Civil Engineering

Government Engineering College, Karwar -581345

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Abstract

This study investigates the behavior of concrete incorporating polypropylene granules as partial replacement of fine aggregate. The percentage of replacement of fine aggregate by polypropylene granules are 0%, 5%, 10%, and 15%. To examine the parameters such as workability compressive strength, flexural strength, and split tensile strength at different curing periods (7, 28, and 56 days). The results indicate that the incorporation of polypropylene granules positively influences the mechanical properties of concrete. Specifically, an optimal percentage of polypropylene granules improves the compressive, flexural strength and split tensile strength. The findings aim to provide insights into the potential benefits and practical applications of using polypropylene granules in concrete construction, highlighting their role in enhancing the material's performance.

KEYWORDS

Polypropylene granules partial replacement fine aggregate concrete behavior workability compressive strength flexural strength split tensile strength curing periods mechanical properties optimal percentage and sustainable construction.

Cite This Article

RAKSHITA C ARKACHARI, "TO STUDY ON BEHAVIOR OF CONCRETE CONTAINING POLYPROPYLENE GRANULES," International Journal of Scientific Research in Engineering and Management, vol. 10, no. 6, pp. 1-12, Jun 2026. https://doi.org/10.55041/ijsrem.FCE021

Full Article/Conclusion

                 i.Concrete becomes more resilient to wear and environmental conditions when polypropylene     granules are added to it.                ii.The structure becomes stronger and more resilient as a result of these granules' assistance in reducing crack formation and propagation.              iii.By adding polypropylene granules, concrete becomes more flexible and can withstand greater stress levels without breaking.               iv.Granules made of polypropylene reduce the permeability of concrete, which minimizes water intrusion and possible freeze-thaw damage.                v.Concrete is more workable with the granules, which facilitates mixing, transporting, and placing.               vi.Concrete is strengthened against impact by polypropylene granules, which also shield it from severe weights and mechanical shocks.             vii.Because it encourages recycling and lessens dependency on traditional concrete components, utilizing polypropylene granules serves as a sustainable technique.           viii.Under varied testing settings, concrete containing polypropylene granules performs consistently, guaranteeing dependability throughout many uses.

References

[1]             Gonnade E. M., Joshi S. V., Kulkarni P. B., Tiwari M. S “Reuse of Synthetic Plastic Fibres and Plastic Granules in Concrete”,2020[1] [2]             Ahmed Touahri, Taieb Branci, Ammar Yahia and Karim Ezziane “Effect of recycled polypropylene fiber on high strength concrete and normal strength concrete properties” 2021[2] [3]             Imtiaz Ahmed Memon, Ashfaque Ahmed Jhatial, Samiullah Sohu, Muhammad Tahir     Lakhiar, Zahid Hussain “Influence of Fibre Length on the Behaviour of Polypropylene Fibre Reinforced Cement Concrete” Vol. 4, No. 9, September, 2018[3] [4]             Cengiz Duran Aits, Okan Karahan, Kamuran Ari Özlem Celik Sola and Cahit Bilim “Relation between Strength Properties (Flexural and Compressive) and Abrasion Resistance of Fiber (Steel and Polypropylene) -Reinforced Fly Ash Concrete” (2009)[4] [5]             Mohammed Shareef, Brijbhushan S, Maneet PD “Use of Waste Polypropylene Pellets in Partial Replacement of Fine Aggregate and Steel Fibers in M35 Fiber Reinforced Concrete” (2018)[5] [6]             M Sofyan, H Parung, M W Tjaronge, and AA Amiruddin “Selected Mechanical and Physical Properties Concrete with Polypropylene Plastic Granule Aggregate” (2014)[6] [7]             V.Sai Neeraja, P. Gopal “Mechanical Behaviour of Industrial Waste Admixed with Polypropylene Fiber in Concrete”, Issue 10, Volume 2 (October 2015)[7] [8]             Zoran J, Grdic, Gordana A, Toplicic Curcic, Nenad S. Ristic, Iva M. Despotovic “Abrasion resistance of concrete micro-reinforced with polypropylene fibers”,2011[8] [9]             G. R. Ravikanth, D. Mohammed Rafi, Dr. C. Ramachandrudu “An Experimental Investigation on The Mechanical Behaviour of Polypropylene Polypropylene fibers Reinforced Concrete Using Ferrous Slag as A Partial Replacement of Fine Aggregate”, 2019 IJSRST | Volume 6 | Issue 1[9] [10]          Mohammed Aqil1, Lahcen Bahi, Latifa Ouadif, Siham Belhaj and Raounak Edderkaoui “The influence of curing temperature, plastic additives and polypropylene fibers on the mechanical behaviour of cementitious materials”, E3S W eb of Conferences 150, 0 (2020)[10]

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Publication Date

6/18/2026

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