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Volume 17, Issue 5
  • ISSN: 2666-1454
  • E-ISSN: 2666-1462

Abstract

Background

In the current context of low-carbon environment, it is particularly important to use waste plastics to prepare modifiers that increase the modulus of the bituminous mixture.

Objective

The study aimed to find out the influence of environment-friendly polymer composite modifier (E-FPCM) on modulus and pavement performance of bituminous mixture.

Methods

The influence of the optimum component E-FPCM on the dynamic modulus (DM) has been explored. The E-FPCM content’s effect on the rheological properties of bitumen has been analyzed. Also, the influence of E-FPCM on pavement performance has been analyzed.

Results

The degree of influence on of bituminous mixture has been in the order of recycled low-density polyethene (R-LDPE) > aromatic oil > lignin fiber. The optimum composition of E-FPCM has been found to be 10% aromatic oil, 4.8% C, 62% R-LDPE, 7.0% lignin fiber, 0.2% antioxidant 1076, 2% silane coupling agent, and 14% mineral powder. By using E-FPCM with the optimum components, the SBS bituminous mixture or 90# bituminous mixture has been found to meet the standard of a high-modulus bituminous mixture (HMBM). E-FPCM has been found to reduce the phase angle (δ) of bitumen and increase the complex shear modulus (G*) and rutting factor [G*/sin(δ)], which may help improve the rutting resistance (RR).

Conclusion

E-FPCM is beneficial for improving the RR of the bituminous mixture, and reasonable content of E-FPCM has a great role in improving the water stability (WS) and low-temperature crack resistance (LTCR) of the bituminous mixture.

© 2024 Bentham Science Publishers
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2024-01-01
2024-11-26

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/content/journals/cms/10.2174/0126661454273270231128104703
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Effects of Environment-friendly Polymer Composite Modifiers on the Modulus and Pavement Performance of Asphalt Mixtures
Current Materials Science 17, 498 (2024); https://doi.org/10.2174/0126661454273270231128104703
/content/journals/cms/10.2174/0126661454273270231128104703
/content/journals/cms/10.2174/0126661454273270231128104703
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  • Article Type:     Research Article
Keyword(s): asphalt mixture; dynamic modulus; E-FPCM; pavement performance; representative stiffness modulus; rutting factor

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