Utilizing waste materials and reclaimed asphalt pavement (RAP) in road construction is gaining research interest. The pricey nature of building roads is attributed to the energy required for new material production and its environmental impact. The study investigated rheological and chemical properties of reclaimed asphalt pavement using PET additive as a modifier. The materials used in this study are virgin bitumen (VB), RAP bitumen (RB), and PET bottles. The synthesis of PET bottle into PET-derived additives was carried out, using aminolysis method in the presence of triethylenetriamine (TETA) as a solvent. Additionally, polymer-modified bitumen (PMB) was created by adding 2% PET additive with VB. The findings showed that utilizing PMB with RB in asphalt blend improved RB's brittle effect and has high resistance to deformation at high temperature. Moreover, the effect of the PMB on the asphalt binder did not alter the functional group while there was a reduced mass loss for PMB. Consequently, PET additives can be used to improve the quality of asphalt mixture in road construction, thus enhancing sustainability.
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http://dx.doi.org/10.1007/s11356-025-36193-x | DOI Listing |
Materials (Basel)
February 2025
Department of Civil and Industrial Engineering, University of Pisa, Largo Lucio Lazzarino 1, 56126 Pisa, Italy.
In order to improve the reclaimed asphalt pavement (RAP) dosing and the road performance of recycled asphalt mixtures, this study prepared epoxy recycled binder (ERB) and epoxy recycled mixtures (ERMs) by dosing epoxy asphalt, respectively. The rheological characteristics and microstructure of ERB were comprehensively analyzed using a dynamic shear rheometer (DSR), a bending beam rheometer (BBR), and fluorescence microscopy (FM). The road performance of ERM was evaluated by a four-point bending test, a rutting test, trabecular beam bending test, a freeze-thaw splitting test, an immersion Marshall test, and a uniaxial compression dynamic modulus test.
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February 2025
Hunan Communications Research Institute Co., Ltd., Changsha 410015, China.
Asphalt with different aging degrees requires different rejuvenation methods. However, current applications of hot in-place recycling (HIR) for Reclaimed Asphalt Pavement (RAP) do not consider the differences in the aging degree of asphalt binder across different layers of RAP. Additionally, there is limited understanding of the changes in asphalt binder and aggregate properties during the HIR process.
View Article and Find Full Text PDFMaterials (Basel)
February 2025
Faculty of Civil Engineering, Cracow University of Technology, 31-155 Cracow, Poland.
The semi-circular bending method (SCB) is a useful test for evaluating the cracking resistance of asphalt mixtures with added reclaimed asphalt shingles. A mixture of the asphalt concrete AC 16 with 50/70 paving bitumen was used for the binder course test as a reference mix. The purpose of the paper is to evaluate two aging conditions (short-term and long-term) of the above-mentioned asphalt mixtures in relation to their fracture properties.
View Article and Find Full Text PDFEnviron Sci Pollut Res Int
March 2025
Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310, Skudai, Johor Bahru, Malaysia.
Utilizing waste materials and reclaimed asphalt pavement (RAP) in road construction is gaining research interest. The pricey nature of building roads is attributed to the energy required for new material production and its environmental impact. The study investigated rheological and chemical properties of reclaimed asphalt pavement using PET additive as a modifier.
View Article and Find Full Text PDFMaterials (Basel)
February 2025
Construction Engineering Laboratory, University of Granada (LabIC.UGR), 18071 Granada, Spain.
The granular bases commonly used in the construction of road infrastructure projects often require a high consumption of raw materials. The potential utilization of recycled materials, specifically Reclaimed Asphalt Pavement (RAP) derived from road asphalt pavement demolition, emerges as a promising sustainable advantage for infrastructure projects, considering its potential environmental and cost benefits in other layers of the structure. In this context, this research proposes a feasibility study on the use of RAP as a granular base layer, supported by an advanced laboratory analysis that includes a range of tests simulating the in-service conditions as well as a full-scale demonstration of the material behavior under static and dynamic loads.
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