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A. Ramesh, V. Venkat Ramayya, P. Swojanya, V. Vinayaka Ram. 2025: Synergistic enhancement of Bituminous concrete mixture performance with Polypropylene Granule modified binder and Rice Husk Ash as mineral filler substitute. Journal of Traffic and Transportation Engineering (English Edition).
Citation: A. Ramesh, V. Venkat Ramayya, P. Swojanya, V. Vinayaka Ram. 2025: Synergistic enhancement of Bituminous concrete mixture performance with Polypropylene Granule modified binder and Rice Husk Ash as mineral filler substitute. Journal of Traffic and Transportation Engineering (English Edition).

Synergistic enhancement of Bituminous concrete mixture performance with Polypropylene Granule modified binder and Rice Husk Ash as mineral filler substitute

  • Flexible pavements are typically constructed as layered systems, wherein high-quality materials are utilized in the surface layers while low quality materials are employed in the base layers. The use of conventional materials like straight-run bitumen and natural aggregates has led to resource depletion and significant environmental concerns. To address these issues, innovative waste and recyclable materials, including modified binders, Reclaimed Asphalt Pavement (RAP), and artificial aggregates, are being adopted.
    This research aimed to investigate the performance of Bituminous Concrete Grade I by substituting the mineral fillers with waste materials and straight run binder with modified binder. Plastics derived from polyethylene and polypropylene offer environmental benefits, as they lack chlorine and do not emit harmful gases. The optimal dosage of polypropylene granules (PPG) to enhance VG 40 bitumen properties was determined as 3%. Fourier Transform Infrared Spectroscopy (FTIR) showed improved aging resistance in the PPG-modified binder, while X-ray diffraction (XRD) revealed a semi-crystalline structure.
    Bituminous Concrete Grade I mixes were prepared by replacing conventional mineral filler with Rice Husk Ash (RHA) at varying levels (25%, 50%, 75%, and 100%) as per MoRT&H guidelines. The performance was evaluated for Marshall stability, indirect tensile strength, moisture resistance, resilient modulus, fatigue, rutting behavior, and fracture properties. The mix containing 3% PPG and 50% RHA (MBRHA50) showed improved moisture susceptibility by 7%, resilient modulus by 20.5%, rutting resistance by 29%, and fatigue life by 48.61% compared to the control mix. Fracture investigations revealed superior performance of the MBRHA50 mix over the control mix. Grey Relational Analysis was conducted to rank the mixes. This study has demonstrated the clear enhancement of bituminous concrete mix performance through the blending of waste and recycled materials, contributing to sustainable asphalt pavement technologies
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