Experimental study of bituminous mastic behaviour using different fillers based on the ucl method

• Main Authors: Diana Movilla-Quesada, Angel Vega-Zamanillo, Miguel Angel Calzada-Pe´rez, Daniel Castro-Fresno
• Format: Article
• Language: English
• Published: Vilnius Gediminas Technical University 2013-04-01
• Series: Journal of Civil Engineering and Management
• Subjects: bituminous mixture; filler; bitumen; UCL method; state curves
• Online Access: http://journals.vgtu.lt/index.php/JCEM/article/view/3816

This research demonstrates that the use of suitable amounts of calcium hydroxide as an additive in asphalt mixtures can improve the aggregate-bitumen adhesion, forming a bituminous mixture which is more resistant to traffic loads and the action of water. The analysis was performed using the UCL method and the Cantabrian Test, taking as a case study three types of filler with different natures, mixed with 4.5% bitumen. The results are presented as state curves, which show clear differences between the three fillers, demonstrating that the hydroxide suffers small wear losses in concentrations close to 1.3%, indicating a significant reduction in the risk of plastic deformation, and an improvement in the mixture durability and/or adhesiveness.