Ditapis dengan
Characterization of Falling Weight Deflectometer Deflection Basin
Trr No. 1293 Pavement Design, Management, And Performance
Guidelines are presented for using the value of R= to indicate the error hemeen Measured and computed deflections that can he expected durin-, a h
Detection and Determination of Depth of Rigid Bottom in Backcalculation of La…
Trr No. 1293 Pavement Design, Management, And Performance, pp. 124-135 The detection and depth determination procedure were verified using FWD measurements, cone penetration results and drilling records on 13 in-service pavements in Arizona, and existine results from manual backcalculation analvsis. Satisfactorv agreement was observed between the results of this study and results from manual h…
Variability in Estimation of Structural Capacity of Existing Pavements from F…
As a result, the computed structural capacity becomes highly variable, especiallv when the number of test, done on a long; section of the pavement is smallI. The frequency of testing does not affect the estimated 18 kip ESAL over a short section of pavement. However, for long it affects the mean estimated 18-kip ESALs. For a mile long section five FWD tests were found to be a viahle choim h…
Fuel consumption related to vehicle type and road condition
TRR 702: Low Volume Roads: Second International Conference, pp. 328-334
Predicting travel time and fuel consumption for vehicles on low volume roads
TRR 702: Low Volume Roads: Second International Conference, pp. 335-
