Ditapis dengan
Comparing Measured and Theoritical Depth Deflections Under a Falling Weight D…
Trr No. 1260 Pavement Design, Management And Performance., pp. 216-265 The following conclusions can be drawn : 1. Setting a depth to bedrock of 20 ft produced a better fit between measured and calculated depth deflections. 2. The average errors on the thicker sections (9 and 12) were acceptable (less than 9 percent per sensor), indicating that linear elasticity for backcalculating E values is…
Strategic Highway Research Program Falling Weight Deflectometer Quality Assur…
Trr No. 1377 Pavement Design, Management, And Performance, pp. 36-44 Nondestructive deflection testing using falling weight deflectometers (FWDs) is one element of the monitoring effort currently under way by the Strategic Highway Research Program (SHRP) for the Long-Term Pavement Performance (LTPP) study. Because accurate data are key to the success of the LTPP study, SHRP has implemented a n…
Influence of Statistical Variation in Falling Weight Delfectometers on Paveme…
Trr No. 1377 Pavement Design, Management, And Performance, pp. 57-66 A relatively simple approach that is based on a Monte Carlo simulation procedure is presented to statistically investigate the influence of variation in falling weight deflectometer (FWD) measurements on pavement analysis. The factors considered are pavement moduli and pavement performance or response strains that correlate w…
Comparison of Backcalculated Moduli from Falling Weight Deflectometer and Tru…
Trr No. 1377 Pavement Design, Management, And Performance, pp. 88-98
Implementation of Falling Weight Deflectometer Load-Zoning Procedure in Texas
Trr No. 1377 Pavement Design, Management, And Performance, pp. 143-149
Interpretation of Backcalculated Layer Moduli of Crack-and-Seat Pavement from…
Trr No. 1377 Pavement Design, Management And Performance, pp. 167-171
Effect of Thickness and Temperature Corrections on Prediction of Pavement Str…
Trr No. 1377 Pavement Design, Management, And Performance, pp. 193-199
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
Comparison of Computer Predictions and Field Data for Dynamic Analysis of Fal…
Trr No. 1293 Pavement Design, Management, And Performance, pp. 61-71
The asphaltic concrete surface layer was represented as a three-parameter viscoelastic medium. The base course, subgrade layers, and bedrock layers, if any, were treated as damped elastic ,olids. These physical properties were backcalculated b_v matchin-, approximately the frequency-analyzed field data with computed vul…
