Affiliation:
1. Department of Civil, Environmental and Geospatial Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931-1295, USA
Abstract
Chip seals are widely used for asphalt pavement maintenance, yet the understanding of the interaction between asphalt and aggregates embedded in the asphalt layer remains limited. This paper aims to quantify the interaction between asphalt and aggregate at the microscope level to better understand their adhesion performance in chip seals. Rubber-modified and neat asphalt models are established and verified based on various parameters, including density, viscosity, solubility, glass-transition temperature (Tg), and cohesive energy density (CED). Subsequently, nanoindentation simulation is employed to analyze the adhesion force and interface stress between aggregates and asphalt, considering different embedded depths and pull-off speeds. The adhesion energy between asphalt and silica is also calculated. The results indicate that rubber-modified asphalt exhibits lower density, CED, solubility parameters, and Tg while having higher viscosity than neat asphalt. The adhesion force and interface stress display a quadratic relationship with embedded depths and pull-off speeds. Furthermore, the bond between rubber-modified asphalt and silica is stronger than that between neat asphalt and silica. These findings advance the comprehension of asphalt–aggregate adhesion in chip seals and offer insights for optimizing chip seal design through molecular simulation, thereby potentially enhancing asphalt pavement performance.
Funder
Michigan Department of Environment, Great Lakes, and Energy
Subject
General Materials Science
Reference35 articles.
1. Williams, B.A., Willis, J.R., and Shacat, J. (2020). Asphalt Pavement Industry Survey on Recycled Materials and Warm-Mix Asphalt Usage: 2019, NAPA.
2. Johnson, A.M. (2000). Best Practices Handbook on Asphalt Pavement Maintenance, University of Minnesota, Center for Transportation Studies.
3. Investigation of adhesion and interface bond strength for pavements underlying chip-seal: Effect of asphalt-aggregate combinations and freeze-thaw cycles on chip-seal;You;Constr. Build. Mater.,2019
4. Gransberg, D.D., and James, D.M. (2005). Chip Seal Best Practices, Transportation Research Board.
5. Comparison of Asphalt Emulsion-Based Chip Seal and Hot Rubber Asphalt-Based Chip Seal;Jin;Case Stud. Constr. Mater.,2023