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Paper ID:IJSREM40456

Experimental Investigation on Stability and Flow Characteristics of Sustainable Bituminous Concrete Using Cement as Filler and Waste Plastic as Binder

Stream/Area:

-

Subject:

-

Paper ID:

IJSREM40456

Volume:

9 |

1 |

Jan 2025

Pages:

1-5

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM40456

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

ACJ

Ambika C J

Civil Engineering

Ballari Institute of Technology & Management

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MV

M Vishwanath

Civil Engineering

Ballari Institute of Technology & Management

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PJ

P Jyothi

Civil Engineering

Ballari Institute of Technology & Management

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KM

K Mamatha

Civil Engineering

Ballari Institute of Technology & Management

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Abstract

Flexible pavements rely on bitumen as the primary binder, and rising bitumen consumption has motivated research into partial binder replacement using waste and admixture materials. This study investigates a sustainable bituminous concrete mix in which cement is used as an additional filler and waste low-density polyethylene (LDPE) plastic partially replaces bitumen as binder. Marshall specimens were prepared with cement at 4%, 8%, and 12% by weight of bitumen, each combined with waste plastic at 10%, 20%, and 30% by weight of bitumen, and tested for Marshall stability and flow per ASTM D1559, alongside ultrasonic pulse velocity (UPV) testing to assess mix density and quality. The combination of 12% cement and 10% plastic produced the highest Marshall stability of 1208 kg, satisfying MORTH requirements for heavy traffic roads, while flow values remained within the 2–4 mm MORTH range at lower plastic contents and increased at higher plastic contents. The highest UPV, indicating the densest mix, was obtained for 8% cement with 10% plastic. The results demonstrate that cement-modified, plastic-bound bituminous concrete can meet MORTH stability and flow requirements for heavy traffic pavements while beneficially reusing waste plastic, offering a sustainable alternative to conventional bitumen-only mixes.

KEYWORDS

Bituminous concrete waste plastic cement filler Marshall stability flow value ultrasonic pulse velocity.

Cite This Article

Ambika C J, M Vishwanath, P Jyothi, K Mamatha, "Experimental Investigation on Stability and Flow Characteristics of Sustainable Bituminous Concrete Using Cement as Filler and Waste Plastic as Binder," International Journal of Scientific Research in Engineering and Management, vol. 9, no. 1, pp. 1-5, Jan 2025. https://doi.org/10.55041/IJSREM40456

Full Article/Conclusion

This study evaluated the Marshall stability, flow, and ultrasonic pulse velocity of bituminous concrete incorporating cement as a filler admixture (4%, 8%, 12% by weight of bitumen) and waste LDPE plastic as a partial binder replacement (10%, 20%, 30% by weight of bitumen). The following conclusions are drawn:   • Use of waste plastic as a partial bitumen replacement produces an eco-friendly bituminous concrete without compromising the mix's ability to meet MORTH specifications, offering a practical route to reducing both bitumen demand and plastic waste. • The combination of 12% cement and 10% plastic gave the highest Marshall stability (1208 kg), satisfying MORTH requirements for heavy traffic roads. • Cement alone (without added plastic) at higher dosages also produced high stability values, with flow values that satisfied MORTH requirements for heavy traffic roads. • The highest ultrasonic pulse velocity was obtained for 8% cement with 10% plastic, indicating the densest mix, though this combination did not coincide with the highest-strength mix — underscoring that density and Marshall stability should be assessed together rather than density alone being used as a proxy for strength. • Overall, the combination of cement filler and waste plastic binder in bituminous concrete can achieve stability and flow values that satisfy MORTH specifications for heavy traffic roads, supporting its use as a sustainable alternative to conventional bitumen-only mixes.

References

[1] J. G. Bastidas-Martinez, F. A. Reyes-Lizcano, and H. A. Rondon-Quintana, “Use of recycled concrete aggregates in asphalt mixtures for pavement,” 2022. [2] R. I. H. D. T. Amoussou, K. Ishimatsu, N. Oyama, and M. Shigeishi, “Separation of aggregates from asphalt concrete using pulsed power technology,” vol. 9, no. 1, pp. 1403–1410, 2015. [3] D. Feng, J. Cao, L. Gao, and J. Yi, “Recent developments in asphalt-aggregates separation technology for reclaimed asphalt pavement,” 2022. [4] N. Vora, R. Desai, et al., “Use of crumb rubber modified bitumen in bituminous concrete layers,” n.d. [5] P. Padma Rao, G. Sambasiva Rao, et al., “Effect of tyre-shred concentration on bitumen binder properties,” n.d. [6] Sivakumar et al., “Use of waste plastics in bituminous concrete,” 2010. [7] Sharma and Rathi, “Use of cement-modified bitumen in road construction,” 2014. [8] Arvind and Praveen, “Plastic-modified bitumen combined with cement for road construction,” 2015. [9] Gopala Krishnan et al., “Use of plastic and cement in modifying bituminous concrete,” 2017. [10] Mohd and Latha, “Long-term performance of bituminous concrete mixes containing cement and plastic binder,” 2021.

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Publication Date

1/28/2025

Peer Review Type

Double-Blind Peer Review

Review Rounds: 2

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