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- W642054633 abstract "The Load Equivalency Factor (LEF) and the Truck Factor (TF) are defined as the relative damage of an axle group or a truck to that of a standard axle. In the mechanistic approach, the fatigue damage caused by a given axle configuration is calculated using fatigue equations derived from single haversine or continuous sinusoidal loading pulses. In this paper, the fatigue damage of an asphalt mixture under different axle groups and truck configurations was determined directly from the indirect tensile cyclic load test by using load pulses that are equivalent to the transverse response due to the passage of an entire axle group or truck. In addition, the fatigue damage was obtained for different pavement structures using the SAPSI-M computer program and compared with laboratory results. The pavement fatigue damage and the LEFs/TFs were calculated using three different methods: peak strains, peak-midway strains, and dissipated energy. The results reveal that, in general, the LEFs/TFs based on the peak-midway strain method agree reasonably well with those from the dissipated energy method. On the other hand, the peak strain method overestimates the transverse LEF values." @default.
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- W642054633 date "2004-01-01" @default.
- W642054633 modified "2023-09-27" @default.
- W642054633 title "Fatigue life predictions for asphalt concrete subjected to multiple axle loadings" @default.
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