Rheological properties and rutting performance of waste incorporated hybrid asphalt binders
Intense efforts have been focused on formulating excellent asphalt mixtures to achieve desirable properties in line with the growing numbers of traffic loads and harsh environmental factors. Nevertheless, the complex rheological behaviour of modified asphalt binders makes it challenging to predict t...
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| Format: | Article |
| Language: | English |
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Springer
2025
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| Online Access: | http://umpir.ump.edu.my/id/eprint/44937/ http://umpir.ump.edu.my/id/eprint/44937/1/42947_2025_587_OnlinePDF.pdf |
| _version_ | 1848827219550404608 |
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| author | Wan Noor Hin, Mior Sani Putra Jaya, Ramadhansyah Khairil Azman, Masri Dulaimi, Anmar Norhidayah, Abdul Hassan |
| author_facet | Wan Noor Hin, Mior Sani Putra Jaya, Ramadhansyah Khairil Azman, Masri Dulaimi, Anmar Norhidayah, Abdul Hassan |
| author_sort | Wan Noor Hin, Mior Sani |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | Intense efforts have been focused on formulating excellent asphalt mixtures to achieve desirable properties in line with the growing numbers of traffic loads and harsh environmental factors. Nevertheless, the complex rheological behaviour of modified asphalt binders makes it challenging to predict their consistent performance, especially when incorporated with waste materials. In view of the promising use of valuable waste materials in asphalt mixtures, this study examined the rheological characteristics and rutting performance of hybrid asphalt binders incorporated with Palm Oil Fuel Ash (POFA), garnet waste, and sawdust as asphalt modifiers. A Dynamic Shear Rheometer (DSR) with frequency sweep test was used to compare the performance of individual-modified asphalt binders comprising 3% of POFA, garnet waste, and sawdust, respectively, and 0%, 3%, 6%, and 9% hybrid content combining the three waste materials in unaged hybrid asphalt binders and Rolling Thin Film Oven (RTFO) hybrid asphalt binders. The Multiple Stress Creep Recovery (MSCR) test was utilised to assess the creep and recovery properties of the asphalt mixtures, while the complex shear modulus (G*) and phase angle (δ) master curves were constructed to evaluate the viscoelastic performance of the asphalt mixtures. Comparatively, the creep recovery rate of the 6% unaged hybrid asphalt binder was substantially higher compared to its 3% and 9% unaged hybrid asphalt binder. According to the master curve analysis, the improved performance of the 6% RTFO hybrid asphalt binder is evident in the low frequency, which corresponds to the extremely high-temperature conditions. In summary, the addition of 6% hybrid content in the short-term aged RFTO hybrid asphalt binders achieved high creep recovery and high-temperature susceptibility and is considered the optimum asphalt mixture to achieve sustainable and high-performance asphalt pavements. |
| first_indexed | 2025-11-15T03:57:14Z |
| format | Article |
| id | ump-44937 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T03:57:14Z |
| publishDate | 2025 |
| publisher | Springer |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-449372025-07-08T00:18:17Z http://umpir.ump.edu.my/id/eprint/44937/ Rheological properties and rutting performance of waste incorporated hybrid asphalt binders Wan Noor Hin, Mior Sani Putra Jaya, Ramadhansyah Khairil Azman, Masri Dulaimi, Anmar Norhidayah, Abdul Hassan TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Intense efforts have been focused on formulating excellent asphalt mixtures to achieve desirable properties in line with the growing numbers of traffic loads and harsh environmental factors. Nevertheless, the complex rheological behaviour of modified asphalt binders makes it challenging to predict their consistent performance, especially when incorporated with waste materials. In view of the promising use of valuable waste materials in asphalt mixtures, this study examined the rheological characteristics and rutting performance of hybrid asphalt binders incorporated with Palm Oil Fuel Ash (POFA), garnet waste, and sawdust as asphalt modifiers. A Dynamic Shear Rheometer (DSR) with frequency sweep test was used to compare the performance of individual-modified asphalt binders comprising 3% of POFA, garnet waste, and sawdust, respectively, and 0%, 3%, 6%, and 9% hybrid content combining the three waste materials in unaged hybrid asphalt binders and Rolling Thin Film Oven (RTFO) hybrid asphalt binders. The Multiple Stress Creep Recovery (MSCR) test was utilised to assess the creep and recovery properties of the asphalt mixtures, while the complex shear modulus (G*) and phase angle (δ) master curves were constructed to evaluate the viscoelastic performance of the asphalt mixtures. Comparatively, the creep recovery rate of the 6% unaged hybrid asphalt binder was substantially higher compared to its 3% and 9% unaged hybrid asphalt binder. According to the master curve analysis, the improved performance of the 6% RTFO hybrid asphalt binder is evident in the low frequency, which corresponds to the extremely high-temperature conditions. In summary, the addition of 6% hybrid content in the short-term aged RFTO hybrid asphalt binders achieved high creep recovery and high-temperature susceptibility and is considered the optimum asphalt mixture to achieve sustainable and high-performance asphalt pavements. Springer 2025 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/44937/1/42947_2025_587_OnlinePDF.pdf Wan Noor Hin, Mior Sani and Putra Jaya, Ramadhansyah and Khairil Azman, Masri and Dulaimi, Anmar and Norhidayah, Abdul Hassan (2025) Rheological properties and rutting performance of waste incorporated hybrid asphalt binders. International Journal of Pavement Research and Technology. pp. 1-26. ISSN 1996-6814. (Published) https://doi.org/10.1007/s42947-025-00587-4 10.1007/s42947-025-00587-4 |
| spellingShingle | TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Wan Noor Hin, Mior Sani Putra Jaya, Ramadhansyah Khairil Azman, Masri Dulaimi, Anmar Norhidayah, Abdul Hassan Rheological properties and rutting performance of waste incorporated hybrid asphalt binders |
| title | Rheological properties and rutting performance of waste incorporated hybrid asphalt binders |
| title_full | Rheological properties and rutting performance of waste incorporated hybrid asphalt binders |
| title_fullStr | Rheological properties and rutting performance of waste incorporated hybrid asphalt binders |
| title_full_unstemmed | Rheological properties and rutting performance of waste incorporated hybrid asphalt binders |
| title_short | Rheological properties and rutting performance of waste incorporated hybrid asphalt binders |
| title_sort | rheological properties and rutting performance of waste incorporated hybrid asphalt binders |
| topic | TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements |
| url | http://umpir.ump.edu.my/id/eprint/44937/ http://umpir.ump.edu.my/id/eprint/44937/ http://umpir.ump.edu.my/id/eprint/44937/ http://umpir.ump.edu.my/id/eprint/44937/1/42947_2025_587_OnlinePDF.pdf |