Investigation of the rheological properties and micromorphology of waste plastic/bio-oil modified asphalt

This study investigated the feasibility of waste plastic/bio-oil modified asphalt (PBMA). The rheological behavior and micromorphology of PBMA were investigated. The results demonstrated that PBMA exhibited better storage stability. As the bio-oil content was 10 %, increasing the waste plastic dosage from 9 % to 12 % and 15 % resulted in a viscosity increase of 43mPa·s and 85mPa·s. The addition of waste plastic significantly improved the high-temperature rutting resistance, as reflected by the increased rutting index, higher recovery rate, and lower Jnr. However, the waste plastic negatively affected the low-temperature performance. As the waste plastic content was 12 %, increasing the bio-oil dosage from 12 % to 15 %, the m-value of PBMA increased by 16 %, and the stiffness modulus decreased by 11.6 %. The bio-oil enhanced the crack resistance of asphalt at −18°C. Compared to neat asphalt, the fatigue behavior of PBMA showed a substantial improvement. When the bio-oil dosage was 10 %, the optimal dosage of waste plastic should be set at 12 %. As the bio-oil dosage was 15 %, the waste plastic dosage should be increased to 15 %. The uniform dispersion of fluorescent structures was observed in PBMA 12–10 and PBMA 15–15, indicating complete dissolution of waste plastic in bio-asphalt. The SEM micromorphology indicated that the three-dimensional network appeared in modified asphalt. The utilization of waste plastic and bio-oil in modified asphalt promotes sustainable practices in road construction.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-04-15
DOI
https://doi.org/10.1016/j.cscm.2025.e04659
Citations
4
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
3.81
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article

Investigation of the rheological properties and micromorphology of waste plastic/bio-oil modified asphalt

Libo Zhou, Jianxin Yi, Yishan Lin, Tang We et al.
4 citations
Case Studies in Construction Materials
Asphalt Pavement Performance Evaluation
3.81
article

Investigation of the rheological properties and micromorphology of waste plastic/bio-oil modified asphalt

Libo Zhou, Jianxin Yi, Yishan Lin, Tang We, Ping Zhang, Zhixiong Huang
article en
4 citations

Abstract

This study investigated the feasibility of waste plastic/bio-oil modified asphalt (PBMA). The rheological behavior and micromorphology of PBMA were investigated. The results demonstrated that PBMA exhibited better storage stability. As the bio-oil content was 10 %, increasing the waste plastic dosage from 9 % to 12 % and 15 % resulted in a viscosity increase of 43mPa·s and 85mPa·s. The addition of waste plastic significantly improved the high-temperature rutting resistance, as reflected by the increased rutting index, higher recovery rate, and lower Jnr. However, the waste plastic negatively affected the low-temperature performance. As the waste plastic content was 12 %, increasing the bio-oil dosage from 12 % to 15 %, the m-value of PBMA increased by 16 %, and the stiffness modulus decreased by 11.6 %. The bio-oil enhanced the crack resistance of asphalt at −18°C. Compared to neat asphalt, the fatigue behavior of PBMA showed a substantial improvement. When the bio-oil dosage was 10 %, the optimal dosage of waste plastic should be set at 12 %. As the bio-oil dosage was 15 %, the waste plastic dosage should be increased to 15 %. The uniform dispersion of fluorescent structures was observed in PBMA 12–10 and PBMA 15–15, indicating complete dissolution of waste plastic in bio-asphalt. The SEM micromorphology indicated that the three-dimensional network appeared in modified asphalt. The utilization of waste plastic and bio-oil in modified asphalt promotes sustainable practices in road construction.

Case Studies in Construction MaterialsVol. 22
Shanghai Construction Group (China) (CN), China Nonferrous Metals Changsha Investigation Design Institute (CN), Changsha University of Science and Technology (CN)
Responsible consumption and production
Openalex Percentile: Top 8%
Asphalt Pavement Performance Evaluation
3.81
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