<abstract xmlns="http://www.w3.org/1999/xhtml">

<p>It is commonly known that mineral fillers significantly affect the asphalt mixture's performance. Superior flexible pavement performance can be ensured by gaining a deeper understanding of the function of filler. This research investigates the influence of three different fillers: granite dust, cement, and hydrated lime, at Australian asphalt mixtures. The testing program includes Marshall testing, moisture damage resistance, indirect tensile strength (ITS), and indirect tensile stiffness modulus (ITSM) tests of asphalt mixtures. Analysis of variance (ANOVA) was used to statistically assess the results obtained, besides damage analysis. The results indicate that using natural granite dust yields the highest resistance to moisture, while cement produces the highest stability, ITS, and ITSM. Unexpectedly, using hydrated lime filler decreases the stability/stiffness and moisture resistance of asphalt mixtures. ANOVA tests indicate that the type of filler affects ITS, TSR, and ITSM results (i.e., the p-value &lt;0.05). The damage analysis shows that the design life of the asphalt mixture made with cement filler is higher than that of mixtures made with natural granite dust and hydrated lime fillers respectively. The findings indicate the important role of nontraditional fillers at the performance of Australian asphalt mixtures.</p>
</abstract>

It is commonly known that mineral fillers significantly affect the asphalt mixture's performance. Superior flexible pavement performance can be ensured by gaining a deeper understanding of the function of filler. This research investigates the influence of three different fillers: granite dust, cement, and hydrated lime, at Australian asphalt mixtures. The testing program includes Marshall testing, moisture damage resistance, indirect tensile strength (ITS), and indirect tensile stiffness modulus (ITSM) tests of asphalt mixtures. Analysis of variance (ANOVA) was used to statistically assess the results obtained, besides damage analysis. The results indicate that using natural granite dust yields the highest resistance to moisture, while cement produces the highest stability, ITS, and ITSM. Unexpectedly, using hydrated lime filler decreases the stability/stiffness and moisture resistance of asphalt mixtures. ANOVA tests indicate that the type of filler affects ITS, TSR, and ITSM results (i.e., the p-value <0.05). The damage analysis shows that the design life of the asphalt mixture made with cement filler is higher than that of mixtures made with natural granite dust and hydrated lime fillers respectively. The findings indicate the important role of nontraditional fillers at the performance of Australian asphalt mixtures.

Investigating the Influence of Mineral Fillers at Australian Asphalt Mixtures

Highway and Transportation Engineering Department

College of Engineering, Mustansiriyah University

Department of Civil Engineering, Faculty of Engineering

Civil and Environmental Engineering

This work is licensed under the Creative Commons Attribution 4.0 International License.

{"article-title":"Investigating the Influence of Mineral Fillers at Australian Asphalt Mixtures"}

It is commonly known that mineral fillers significantly affect the asphalt mixture's performance. Superior flexible pavement performance can be ensured by...

Investigating the Influence of Mineral Fillers at Australian Asphalt Mixtures

Publié en ligne: 26 juin 2024

Pages: 109 - 123

DOI: https://doi.org/10.2478/cee-2024-0010

Mots clés
Mineral fillers, Asphalt mixtures, Moisture damage, Stiffness modulus, Damage analysis

© 2024 Abbaas I. Kareem et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Investigating the Influence of Mineral Fillers at Australian Asphalt Mixtures

Publié en ligne: 26 juin 2024

Pages: 109 - 123

DOI: https://doi.org/10.2478/cee-2024-0010

Mots clésMineral fillers, Asphalt mixtures, Moisture damage, Stiffness modulus, Damage analysis

© 2024 Abbaas I. Kareem et al., published by Sciendo

This work is licensed under the Creative Commons Attribution 4.0 International License.

Mots clés
Mineral fillers, Asphalt mixtures, Moisture damage, Stiffness modulus, Damage analysis