Experimental Study to Investigate the Performance-Related Properties of Modified Asphalt Concrete Using Nanomaterials Al2O3, SiO2, and TiO2

• Published in: Materials Vol. 17; no. 17; p. 4279
• Main Authors: Albayati, Amjad H., Oukaili, Nazar K., Moudhafar, Mustafa M., Allawi, Abbas A., Said, Abdulmuttalib I., Ibrahim, Teghreed H.
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 29.08.2024
• Subjects: Aging; Aluminum oxide; Asphalt; Asphalt pavements; Binders (materials); Bituminous cements; Cement; Concrete mixing; Consistency; Deformation effects; Durability; Effectiveness; fatigue; Fatigue strength; Fatigue tests; Heat conductivity; High temperature; Mechanical properties; Mixtures; moisture damage; Moisture resistance; nano alumina; nano silica; nano titanium; Nanomaterials; Nanoparticles; Pavements; Penetration resistance; Performance evaluation; permanent deformation; Physical properties; Rheology; Silicon dioxide; Stability; Temperature; Tensile strength; Titanium dioxide; Viscous fluids; Workability
• ISSN: 1996-1944; 1996-1944
• DOI: 10.3390/ma17174279

The dual nature of asphalt binder necessitates improvements to mitigate rutting and fatigue since it performs as an elastic material under the regime of rapid loading or cold temperatures and as a viscous fluid at elevated temperatures. The present investigation assesses the effectiveness of Nano Alumina (NA), Nano Silica (NS), and Nano Titanium Dioxide (NT) at weight percentages of 0, 2, 4, 6, and 8% in asphalt cement to enhance both asphalt binder and mixture performance. Binder evaluations include tests for consistency, thermal susceptibility, aging, and workability, while mixture assessments focus on Marshall properties, moisture susceptibility, resilient modulus, permanent deformation, and fatigue characteristics. NS notably improves binder viscosity by about 138% and reduces penetration by approximately 40.8% at 8% nanomaterial (NM) content, significantly boosting hardness and consistency. NS also enhances Marshall stability and decreases air voids, increasing the mix’s durability. For moisture resistance, NS at 8% NM content elevates the Tensile Strength Ratio (TSR) to 91.0%, substantially surpassing the 80% standard. Similarly, NA and NT also show improved TSR values at 8% NM content, with 88.0% and 84.1%, respectively. Additionally, NS, NA, and NT reduce permanent deformation by 82%, 69%, and 64% at 10,000 cycles at 8% NM content, illustrating their effectiveness in mitigating pavement distress. Notably, while higher NM content generally results in better performance across most tests, the optimal NM content for fatigue resistance is 4% for NS and 6% for both NA and NT, reflecting their peak performance against various types of pavement distresses. These results highlight the significant advantages of nanoparticles in improving asphalt’s mechanical properties, workability, stability, and durability. The study recommends further field validation to confirm these laboratory findings and ensure that enhancements translate into tangible improvements in real-world pavement performance and longevity.