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Physicochemical and aging characterisation of bio-binders from pine wood resin for paving applications

María José Castro-Alonso, Leidy V. Espinosa, Paulo Ricardo Franco Marcelino, Kamilla Vasconcelos, Joana Carolina Freire Sandes Santos, Raquel Moraes, Sílvio Silvério da Silva, Liedi Légi Bariani Bernucci

2023Road Materials and Pavement Design18 citationsDOI

Abstract

This study characterised two bio-binders (named Bio A and Bio B) derived from pine wood resins and designed for full replacement of asphalt binder. Bio A and Bio B were compared to a petroleum-based asphalt binder (AC 30/45). Elemental analysis, Fourier-Transform Infrared Spectroscopy, Gas Chromatography-Mass Spectrometry, Thermogravimetric analysis, and Linear Viscoelastic characterisation were applied to evaluate the materials studied. The susceptibility to aging was evaluated by comparing unaged and short-term aged samples of the three binders. Bio A showed a penetration grade of 29 (0.1 mm) and softening point of 55.2°C, while Bio B showed 21 (0.1 mm) and 57°C, respectively. AC 30/45 showed a penetration grade of 30 (0.1 mm) and softening point of 55°C. Bio B was found as more prone to aging than Bio A and AC30/45. This result might be related to the higher presence of saturated fatty acid methyl esters in Bio B.

Topics & Concepts

Softening pointAsphaltMaterials scienceThermogravimetric analysisSofteningFourier transform infrared spectroscopyComposite materialChemistryChemical engineeringOrganic chemistryEngineeringAsphalt Pavement Performance EvaluationInfrastructure Maintenance and MonitoringNatural Fiber Reinforced Composites
Physicochemical and aging characterisation of bio-binders from pine wood resin for paving applications | Litcius