Performance evaluation of bio-oil and high rubber content modified asphalt: More effective waste utilization

In this study, the bio-oil was used to reduce the viscosity and preparation temperature of high content of rubber-modified asphalt. The high rubber content modified bio-asphalt (RMBA) was prepared, the rubber and bio-oil contents were 20%-30% and 5%-15% (mass ratio of neat asphalt), respectively. The viscosity, temperature sweep (TS), frequency sweep (FS), multi-stress creep recovery (MSCR), and bending beam rheometer (BBR) tests were performed to assess the properties of RMBA. The Fourier Transform infrared spectroscopy (FTIR), Fluorescence microscopy (FM), and Scanning electron microscope (SEM) tests were conducted to explore the microscopic morphology of RMBA. Besides, the economic analysis and life cycle assessment (LCA) were assessed. Bio-oil contributed to the viscosity-reduction of the RMBA. When the rubber content was 30%, the viscosity decreased by 48.16% with a bio-oil content of 15%. The temperature and frequency sensitivity of RMBA were lower than neat asphalt. Rubber improved the creep recovery and anti-rutting deformation behavior for bio-asphalt. The absorption peaks appeared at 1010 and 1038 cm -1 , which represented the S=O function group. The rubber did not absorb enough bio-oil for solubilization. This resulted in the functional group of S=O appeared in 30%+B-10% and R-30%+B-15%. FM and SEM test results indicated that the rubber in RMBA exists in different states: undissolved rubber and dissolved rubber. The high content rubber could be partially dissolved in bio-asphalt and retained its elastic properties. The dissolved rubber particles exhibited a large crosslinked network structure. The raw material cost of RMBA decreased significantly with the rise of rubber and bio-oil contents. The reasonable application of waste rubber is beneficial to the alleviation of black pollution. The efficient application of rubber and bio-oil could contribute to the development of waste utilization and green transportation.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2024-10-09
DOI
https://doi.org/10.1016/j.cscm.2024.e03828
Citations
6
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
1.57
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article

Performance evaluation of bio-oil and high rubber content modified asphalt: More effective waste utilization

Zihao Ju, Yanhua Xue, Songtao Lv, Jianping Xian et al.
6 citations
Case Studies in Construction Materials
Asphalt Pavement Performance Evaluation
1.57
article

Performance evaluation of bio-oil and high rubber content modified asphalt: More effective waste utilization

Zihao Ju, Yanhua Xue, Songtao Lv, Jianping Xian, Dongzhao Jin, Wenhui Zhang, Dongdong Ge
article en
6 citations

Abstract

In this study, the bio-oil was used to reduce the viscosity and preparation temperature of high content of rubber-modified asphalt. The high rubber content modified bio-asphalt (RMBA) was prepared, the rubber and bio-oil contents were 20%-30% and 5%-15% (mass ratio of neat asphalt), respectively. The viscosity, temperature sweep (TS), frequency sweep (FS), multi-stress creep recovery (MSCR), and bending beam rheometer (BBR) tests were performed to assess the properties of RMBA. The Fourier Transform infrared spectroscopy (FTIR), Fluorescence microscopy (FM), and Scanning electron microscope (SEM) tests were conducted to explore the microscopic morphology of RMBA. Besides, the economic analysis and life cycle assessment (LCA) were assessed. Bio-oil contributed to the viscosity-reduction of the RMBA. When the rubber content was 30%, the viscosity decreased by 48.16% with a bio-oil content of 15%. The temperature and frequency sensitivity of RMBA were lower than neat asphalt. Rubber improved the creep recovery and anti-rutting deformation behavior for bio-asphalt. The absorption peaks appeared at 1010 and 1038 cm -1 , which represented the S=O function group. The rubber did not absorb enough bio-oil for solubilization. This resulted in the functional group of S=O appeared in 30%+B-10% and R-30%+B-15%. FM and SEM test results indicated that the rubber in RMBA exists in different states: undissolved rubber and dissolved rubber. The high content rubber could be partially dissolved in bio-asphalt and retained its elastic properties. The dissolved rubber particles exhibited a large crosslinked network structure. The raw material cost of RMBA decreased significantly with the rise of rubber and bio-oil contents. The reasonable application of waste rubber is beneficial to the alleviation of black pollution. The efficient application of rubber and bio-oil could contribute to the development of waste utilization and green transportation.

Case Studies in Construction MaterialsVol. 21
Michigan Technological University (US), CCCC Highway Consultants (China) (CN), Changsha University of Science and Technology (CN)
Responsible consumption and production
Openalex Percentile: Top 19%
Asphalt Pavement Performance Evaluation
1.57
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