Accelerated Pavement Testing of Rutting and Cracking Performance of Asphalt-Rubber and Pavement Response to Moving Loads

2001 ◽  
Vol 2 (3) ◽  
pp. 263-282
Author(s):  
Chiu Liu
2000 ◽  
Vol 1716 (1) ◽  
pp. 116-125 ◽  
Author(s):  
John Harvey ◽  
Lorina Popescu

Results of accelerated pavement tests (APT) at elevated temperatures on dense graded asphalt concrete and gap-graded asphalt rubber hot mix (ARHM-GG) are presented. APT testing was performed by use of a Caltrans heavy vehicle simulator. The overlays were placed on previously untrafficked sections of an existing flexible pavement. Variables included in the experiment were overlay type, ARHM-GG overlay thickness, tire/wheel type (dual/bias-ply; dual/radial, wide-base single, aircraft), and pavement temperature (40°C, 50°C, at 50 mm depth). Results presented include the rut development for the different variables, changes in layer thickness, and changes in air-void content. Analyses were performed for evaluating the relative contributions of shear deformation and densification to rut development.


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