Heating effects of asphalt pavement during hot in-place recycling using DEM. (15th July 2016)

• Record Type: Journal Article
• Authors: Huang, Kai; Xu, Tao; Li, Guofen; Jiang, Ruilin
• Is Part Of: Construction & building materials. Volume 115(2016)
• Page Start: 62
• Page End: 69
• Publication Date: 2016-07-15
• Subjects: Asphalt pavement -- Heating effects -- Hot in-place recycling -- Discrete element method -- Temperature field; Building materials -- Periodicals; 624.18
• DOI: 10.1016/j.conbuildmat.2016.04.033
• Languages: English
• ISSNs: 0950-0618

Abstract

Highlights: Heating effects of two different heating methods during HIR were evaluated using DEM. Digital asphalt pavement structure was reconstructed in view of its meso-level discontinuity. DEM model of asphalt pavement was established considering the thermal resistance. DEM simulation results were compared with test results on a recycled asphalt pavement. DEM was developed to predict heating effects and optimize heating scheme during HIR of asphalt pavement. Abstract: A discrete element thermal analysis model was established to evaluate the heating effects of asphalt pavement during hot in-place recycling (HIR) using discrete element method (DEM). Influences of two different heating methods on the heating effects of asphalt pavement during HIR were analyzed, and numerical simulation results were validated with measured results on the test section of entity project. The results indicated that the one-way continuous heating method (OCHM) leaded to an obvious temperature hysteresis at the lower part of heated pavement layer. It was difficult for the lower part to synchronously reach the highest temperature like the upper part of heated pavement layer. However, the temperature of heated pavement layer was integrally elevated using another reciprocating intermittent heating method (RIHM), improving the bulk temperature and its distribution homogeneity in the upper pavement layer. This was beneficial to spiking up and milling of the heated pavement layer during HIR. Similarly, measured results on entity project showed that the temperatures at different depths in the upper layer were increased uniformly using RIHM, and the pavement surface temperature was also lowered to reduce the aging or charring of asphalt binder. Finally, numerical simulation results were basically consistent with the measured results on entity project. It is concluded that the DEM can be used to evaluate the heating effects of asphalt pavement and further optimize the heating scheme during HIR, improving the construction quality of recycled asphalt pavement when the boundary conditions and reasonable assumptions of discrete element model are fully considered.