The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt Mixtures

Two of the main problems encountered in flexible pavements are the stripping of coarse aggregates and the formation of rut depth due to increases in the volume of road traffic and heavy vehicle loads, especially in areas where speeds are low. The existence of rut depth also affects the comfort and s...

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Main Authors: Maria M. A. S. Maia, Marisa Dinis-Almeida, Fernando C. G. Martinho
Format: Article
Language:English
Published: MDPI AG 2021-10-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/21/6452
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author Maria M. A. S. Maia
Marisa Dinis-Almeida
Fernando C. G. Martinho
author_facet Maria M. A. S. Maia
Marisa Dinis-Almeida
Fernando C. G. Martinho
author_sort Maria M. A. S. Maia
collection DOAJ
description Two of the main problems encountered in flexible pavements are the stripping of coarse aggregates and the formation of rut depth due to increases in the volume of road traffic and heavy vehicle loads, especially in areas where speeds are low. The existence of rut depth also affects the comfort and safety of road users due to the water accumulation on the pavement surface and reducing tire/pavement friction, which can lead to hydroplaning phenomena. In this research, it was proven that the use of fillers of different origins influences the affinity between aggregates and the binder. The effect of an adhesion promoter in the mix design (such as the amine included in cellulosic fiber pellets) was also studied. Several tests were carried out to determine the binder/aggregate adhesiveness, water sensitivity and resistance to permanent deformation, to evaluate the performance of different blends. It was found that the addition of this additive increased 10% of the aggregate surfaces covered with bitumen when compared with the aggregates without this addition. As expected, the water sensitivity tests showed that the mixture with granitic filler had the lowest indirect tensile strength ratio (ITSR) value (70%), while the mixtures with limestone filler led to the highest percentages (ranging from 83 to 93%). As for the results of the wheel tracking tests (WTT), it was confirmed that the use of limestone filler translates into an improvement in the performance against the permanent deformation of the asphalt mixtures. The mixture with higher bitumen content and adhesion promoter revealed the best average results.
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spelling doaj.art-f0acb79670954158bbdfb10cd9d6dd562023-11-22T21:12:21ZengMDPI AGMaterials1996-19442021-10-011421645210.3390/ma14216452The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt MixturesMaria M. A. S. Maia0Marisa Dinis-Almeida1Fernando C. G. Martinho2Centre of Materials and Building Technologies (C-MADE), University of Beira Interior, Edifício II das Engenharias, Calçada Fonte do Lameiro, 6200-358 Covilhã, PortugalCentre of Materials and Building Technologies (C-MADE), University of Beira Interior, Edifício II das Engenharias, Calçada Fonte do Lameiro, 6200-358 Covilhã, PortugalCERENA, Instituto Superior Técnico, Lisbon University, 1049-001 Lisbon, PortugalTwo of the main problems encountered in flexible pavements are the stripping of coarse aggregates and the formation of rut depth due to increases in the volume of road traffic and heavy vehicle loads, especially in areas where speeds are low. The existence of rut depth also affects the comfort and safety of road users due to the water accumulation on the pavement surface and reducing tire/pavement friction, which can lead to hydroplaning phenomena. In this research, it was proven that the use of fillers of different origins influences the affinity between aggregates and the binder. The effect of an adhesion promoter in the mix design (such as the amine included in cellulosic fiber pellets) was also studied. Several tests were carried out to determine the binder/aggregate adhesiveness, water sensitivity and resistance to permanent deformation, to evaluate the performance of different blends. It was found that the addition of this additive increased 10% of the aggregate surfaces covered with bitumen when compared with the aggregates without this addition. As expected, the water sensitivity tests showed that the mixture with granitic filler had the lowest indirect tensile strength ratio (ITSR) value (70%), while the mixtures with limestone filler led to the highest percentages (ranging from 83 to 93%). As for the results of the wheel tracking tests (WTT), it was confirmed that the use of limestone filler translates into an improvement in the performance against the permanent deformation of the asphalt mixtures. The mixture with higher bitumen content and adhesion promoter revealed the best average results.https://www.mdpi.com/1996-1944/14/21/6452adhesion promoteraffinity aggregate–bitumenfillerpermanent deformationwater sensitivity
spellingShingle Maria M. A. S. Maia
Marisa Dinis-Almeida
Fernando C. G. Martinho
The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt Mixtures
Materials
adhesion promoter
affinity aggregate–bitumen
filler
permanent deformation
water sensitivity
title The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt Mixtures
title_full The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt Mixtures
title_fullStr The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt Mixtures
title_full_unstemmed The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt Mixtures
title_short The Influence of the Affinity between Aggregate and Bitumen on the Mechanical Performance Properties of Asphalt Mixtures
title_sort influence of the affinity between aggregate and bitumen on the mechanical performance properties of asphalt mixtures
topic adhesion promoter
affinity aggregate–bitumen
filler
permanent deformation
water sensitivity
url https://www.mdpi.com/1996-1944/14/21/6452
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