Experimental Study of Modified M20 Concrete with Waste Plastic Polystyrene Cubes

Year : 2024 | Volume :14 | Issue : 01 | Page : 14-19
By

Ankur Verma

Neha Dixit

  1. Assistant Professor Department of Civil Engineering, Corporate Institute of Science & Technology (CIST), Bhopal, Madhya Pradesh, India
  2. Research Scholar Department of Civil Engineering, Corporate Institute of Science & Technology (CIST), Bhopal, Madhya Pradesh, India

Abstract

The study of this research paper deals with the effectiveness of waste plastics used in concrete construction. The M20 concrete specimens were mixed with waste plastic material like polystyrene as cubes of different sizes such as 5, 6, 7, 8, 9, and 10 cm and were tested for their compressive strength. The standard size of waste plastic concrete specimens was 15 cm × 15 cm × 15 cm with the water-cement ratio taken as 0.5, and the specimens were tested on 28 days of casting in a compression testing machine. An average compressive strength of three concrete specimens for each waste plastic cube in the M20 concrete mix was taken. The effectiveness of different sizes of waste plastic cubes in the M20 concrete mix was compared and their compressive strength was evaluated. In conclusion, the findings of this study demonstrate a significant impact on the compressive strength of M20 concrete when incorporating waste plastics. Through this research, we seek to strike a balance between the convenience of waste plastic material and the sustainable concrete mix.

Keywords: Concrete, polystyrene, compressive strength, coarse aggregate, fine aggregate

[This article belongs to Recent Trends in Civil Engineering & Technology(rtcet)]

How to cite this article: Ankur Verma, Neha Dixit. Experimental Study of Modified M20 Concrete with Waste Plastic Polystyrene Cubes. Recent Trends in Civil Engineering & Technology. 2024; 14(01):14-19.
How to cite this URL: Ankur Verma, Neha Dixit. Experimental Study of Modified M20 Concrete with Waste Plastic Polystyrene Cubes. Recent Trends in Civil Engineering & Technology. 2024; 14(01):14-19. Available from: https://journals.stmjournals.com/rtcet/article=2024/view=147272

References

1. Vanitha S, Natrajan V, Praba M. Utilisation of waste plastics as a partial replacement of coarse aggregate in concrete blocks. Indian J Sci Technol. 2015; 8 (12): 1–6.
2. Panigrahi S, Nagarampalli MK. Behaviour of concrete by partial replacement of coarse aggregate with recycled plastic granules. Int J Eng Res Technol. 2021; 10 (4): 142–146.
3. Khajuria A, Sharma P. Use of plastic aggregates in concrete. Int J Innov Technol Exploring Eng. 2019; 9 (1): 4406–4412.
4. RamaDevi D, Vinodh PK, Vinodh RK. Characteristics study of concrete using plastic waste. Int J Eng Appl Sci Technol. 2020; 4 (12): 512–5126.
5. Tota-Maharaj K, Adeleke BO, Nounu G. Effects of waste plastics as partial fine-aggregate replacement for reinforced low-carbon concrete pavements. Int J Sustain Eng. 2022; 15 (1): 192–207.
6. Karthikeyan M, Balamurali K, Barath Kumar V, Manoj Prabakar S, Janarthanan R. Utilization of waste plastic in concrete. Int Res J Eng Technol. 2019; 6 (4): 1400–1405.
7. Manikandan P, Senthamil SK. Study on recycled waste plastic concrete. Glob J Res Anal. 2014; 3 (11): 4–9.
8. Babafemi AJ, Savija B, Paul SC, Anggraini V. Engineering properties of concrete with waste recycled plastic: a review. Sustainability. 2018; 10 (11): 1–26.
9. Jaivignesh B, Sofi A. Study on mechanical properties of concrete using plastic waste as an aggregate. IOP Conf Ser Earth Environ Sci. 2017; 80: 012016.
10. Lumina P, Pallavi GA, Bhavya CH, Vanishree S, Supriya CB. Use of waste plastic as fine aggregate substitute in concrete. IOP Conf Ser Mater Sci Eng. 2022; 1255: 012010.
11. Kumaran M, Nidhi M, Bini PR. Evaluation of strength and durability of waste plastic mix concrete and durability of waste plastic mix concrete. Int J Res Advent Technol. 2015; Special Issue: 34–40.


Regular Issue Subscription Original Research
Volume 14
Issue 01
Received February 17, 2024
Accepted April 23, 2024
Published April 23, 2024