Macro-<italic>meso</italic> multiscale analysis of asphalt concrete in different laboratory compaction methods and field compaction: Fid-Bau Portal

Macro-meso multiscale analysis of asphalt concrete in different laboratory compaction methods and field compaction

Zhao, Xu / Niu, Dongyu / Zhang, Peng / Niu, Yanhui / Xia, Huiyun / Liu, Pengfei

Highlight • The internal meso structure of AC compacted using six different compaction methods was analyzed. • The distribution characteristics of asphalt binder and aggregate of compacted AC by six different compaction methods were obtained. • The relationship between aggregate contact points, aggregate freedom degree and mechanical performance of AC was established. • The AC compacted by roller and SGC in the laboratory could effectively simulate the compaction state on site.

Abstract The difference between asphalt concrete (AC) compacted in the laboratory and the field significantly influences its gradation design and performance evaluation accuracy. In this research, the effect of the laboratory compaction and field compaction on AC characteristics were compared using the characteristic indexes of surface texture, internal structure, asphalt binder distribution, aggregate distribution, compressive resilience modulus, and the crack resistance index (CRI). Six different compaction methods for AC specimens were studied, and five different types of laboratory compaction equipment were used, namely the Marshall compactor, Steel segmented roller compactor (SSRC), Superpave gyratory compactor (SGC), shear box compactor (SBC), and roller. The results showed that a uniform texture of AC surface was created with vibration and kneading. The aggregate contact distribution of specimens compacted by SGC, SBC, and roller was similar to field compaction as an inverse “bathtub” shape. The aggregate rotation angle of AC compacted by SGC, SBC, and roller showed higher randomness. The coarse aggregate of specimens degraded after Marshall compaction. The fine aggregate coated with more asphalt binder being moved towards the middle height of the specimen, resulting in higher asphalt binder content in the middle layer during the compaction of SGC and SBC. The specimens compacted with SGC and SBC had better mechanical properties, especially in the middle layer of the specimen. The increase of aggregate contact points improved the mechanical properties of the mixture. The free movement of aggregates was helpful for slippage of aggregates and promoted the filling of voids with asphalt mastic to make the skeleton structure more compact. Correlation analysis showed that SGC and the roller could better reproduce the field compaction state.