Micromechanical simulation of porous asphalt mixture compaction using discrete element method (DEM)

Micromechanical simulation of porous asphalt mixture compaction using discrete element method (DEM)

Al Khateeb, Loay (Norwegian University of Science and Technology (NTNU))
Anupam, K. (TU Delft Pavement Engineering)
Erkens, S. (TU Delft Pavement Engineering)
Scarpas, Athanasios (TU Delft Pavement Engineering; Khalifa University of Science and Technology)

2021

The paper aims to simulate the micromechanical behavior of asphalt mixtures during the compaction process using the Discrete Element Method (DEM). The interactions between the components of a Porous Asphalt (PA) mixture were represented using an Elastic Viscoelastic Contact Model (EVCM), which is a user-defined model implemented in EDEM software, developed based on linear elastic and Burger's viscoelastic constitutive equations. The macroscale parameters of asphalt mortar were characterized using the nonlinear regression analysis of master curves obtained from Dynamic Shear Rheometer (DSR) tests. The verification process of EVCM successfully indicated that the computations trends fall within the range of expected values for the typical asphalt mixture material. Further, a Superpave Gyratory Compaction (SGC) test was carried out and the obtained sample was scanned using X-ray Computed Tomography (X-ray CT) to capture the air void distributions. The DEM was utilized where digital samples were established to simulate the overall process of laboratory and field compaction. The simulation results showed that the model provided a comparable prediction of responses and demonstrated the capability of SGC to fabricate a representative sample. The influence of temperature on the asphalt compaction process was explored and the results implied that temperature decreasing adversely affects the compactability and dramatically increases the demanded compaction efforts which are consistent with the law of viscoelasticity. On the contrary, when the temperature is high, the asphalt binder becomes too fluid and roller loads will simply displace, or “shove” the mat rather than compact it. Tracking the change in the air voids proportion indicates that the motion of aggregates is rather compound. The aggregates flowed vertically downwards in line with the compacting orientation while moved horizontally outwards away from the center. The results demonstrated that the model effectively simulated the compaction process, the developed model, and can be considered as a useful tool. All in all, the findings confirm that the concept is technically practicable, affording the model a tremendous potential to help researchers understand the microstructural phases of asphalt mixture during the compaction.

Compaction
Contact model
Discrete element method (DEM)
Micromechanical modeling
Porous asphalt (PA)

http://resolver.tudelft.nl/uuid:676dd27f-6cc0-49fa-9309-8807e7adae34

https://doi.org/10.1016/j.conbuildmat.2021.124305

0950-0618

Construction and Building Materials, 301, 1-16

Institutional Repository

journal article

© 2021 Loay Al Khateeb, K. Anupam, S. Erkens, Athanasios Scarpas