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- W17496490 abstract "Historically, the in situ resilient moduli of pavement layers have been evaluated from nondestructive deflection testing (NDT) devices such as the Dynaflect, Road Rater, or falling weight deflectometer (FWD). Even though the FWD is the best NDT device available, it still does not fully represent the loading conditions generated by a moving truck. Therefore, the moduli values, backcalculated from FWD deflections, may be different from those that are backcalculated from truck loading data. The in situ resilient moduli of the pavement layers were backcalculated from FWD, multidepth deflectometers (MDD), and strain gauge data. In the case of FWD loading, the backcalculated moduli from the FWD deflection basins are compared with the ones backcalculated from the MDD deflections. In the truck loading case, the backcalculated moduli from the MDD deflections are compared with the ones backcalculated from the strain gauge data." @default.
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- W17496490 date "1992-01-01" @default.
- W17496490 modified "2023-09-22" @default.
- W17496490 title "COMPARISON OF BACKCALCULATED MODULI FROM FALLING WEIGHT DEFLECTOMETER AND TRUCK LOADING" @default.
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