The main objective of the study described in this paper was to identify possible relationships between the chemical composition and the rheological and fatigue properties of asphalt binders.In order to address such an issue, two asphalt binders of different penetration grade were subjected to four ageing treatments of increasing severity, with the consequent change of their chemical composition. Chemical analyses were performed by means of thin layer chromatography, with the evaluation of the relative percentages of saturates, aromatics, resins and asphaltenes (SARA fractions) and with the corresponding calculation of the colloidal instability index. For the assessment of their rheological properties, virgin and aged binders were subjected to rotational viscosity and frequency sweep tests. Fatigue behavior was evaluated by means of linear amplitude sweep tests and corresponding results were analyzed by means of the simplified viscoelastic continuum damage model. Obtained results, which were also used for the calculation of purposely defined ageing indices, showed that there is a strong correlation between the colloidal instability of asphalt binders and their properties evaluated both in flow conditions and in the linear viscoelastic region. In particular, higher levels of instability are associated to a more viscous and stiffer response regardless of the type of considered original binder. Results from fatigue tests demonstrated that damage endurance is also affected by the degree of instability. However, it was found that correlations exist only when the degree of colloidal instability is below a certain threshold. Above such a limit, fatigue resistance collapses and no prediction of endurance is possible. Although the outcomes of this study need to be supplemented by further research, they are useful to pavement engineers for a better understanding of the behavior of aged asphalt binders and of the mechanisms which underly chemical ageing. (C) 2021 Elsevier Ltd. All rights reserved.

Effect of colloidal instability on the rheological and fatigue properties of asphalt binders / Salehfard, Reza; Behbahani, Hamid; Dalmazzo, Davide; Santagata, Ezio. - In: CONSTRUCTION AND BUILDING MATERIALS. - ISSN 0950-0618. - ELETTRONICO. - 281:(2021). [10.1016/j.conbuildmat.2021.122563]

Effect of colloidal instability on the rheological and fatigue properties of asphalt binders

Salehfard, Reza;Dalmazzo, Davide;Santagata, Ezio
2021

Abstract

The main objective of the study described in this paper was to identify possible relationships between the chemical composition and the rheological and fatigue properties of asphalt binders.In order to address such an issue, two asphalt binders of different penetration grade were subjected to four ageing treatments of increasing severity, with the consequent change of their chemical composition. Chemical analyses were performed by means of thin layer chromatography, with the evaluation of the relative percentages of saturates, aromatics, resins and asphaltenes (SARA fractions) and with the corresponding calculation of the colloidal instability index. For the assessment of their rheological properties, virgin and aged binders were subjected to rotational viscosity and frequency sweep tests. Fatigue behavior was evaluated by means of linear amplitude sweep tests and corresponding results were analyzed by means of the simplified viscoelastic continuum damage model. Obtained results, which were also used for the calculation of purposely defined ageing indices, showed that there is a strong correlation between the colloidal instability of asphalt binders and their properties evaluated both in flow conditions and in the linear viscoelastic region. In particular, higher levels of instability are associated to a more viscous and stiffer response regardless of the type of considered original binder. Results from fatigue tests demonstrated that damage endurance is also affected by the degree of instability. However, it was found that correlations exist only when the degree of colloidal instability is below a certain threshold. Above such a limit, fatigue resistance collapses and no prediction of endurance is possible. Although the outcomes of this study need to be supplemented by further research, they are useful to pavement engineers for a better understanding of the behavior of aged asphalt binders and of the mechanisms which underly chemical ageing. (C) 2021 Elsevier Ltd. All rights reserved.
File in questo prodotto:
Non ci sono file associati a questo prodotto.
Pubblicazioni consigliate

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2985428
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo