SUBGRADE STRAIN CRITERION FOR LIMITING RUTTING IN ASPHALT …
The asphalt surfacings were 25 mm to 85 mm thick, the subsurface granular layers were 135 mm to 300 mm thick, and the subgrade CBR ranged from 4% to 28%. Vertical compressive strains measured in the unbound granular layers and subgrade of flexible pavements are substantially greater than predicted values. Vertical compressive strains …
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