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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM40456
Volume:
9 |
1 |
Jan 2025
Pages:
1-5
Publication Frequency:
Monthly (12 issues per year)
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.
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
Civil Engineering
Ballari Institute of Technology & Management
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
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.
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Publication Date
1/28/2025
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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The authors declare no conflict of interest related to this research work.
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