In the report four features were used to analyze the pavement performance during pavement tests. These features are: asphalt strain measurements (carried out by the Dutch team), Falling Weight Deflection measurements (carried out by the O.E.C.D. and N.P.C.), visual condition surveys (carried out by the O.E.C.D.) and results of tests on the materials used in the pavement structures (carried out by the Road and Railroad Research Laboratory of the Faculty of Civil Engineering of the Delft University of Technology). In the report the observed pavement response under accelerated loading (measured strains, visual distress) is compared with the predicted pavement response by using the results of the measurements mentioned above and linear elastic multi-layer analysis.
Comparison between Observed and Predicted Pavement Response. Part 2. Interpretation Report
1991
158 pages
Report
Keine Angabe
Englisch
Highway Engineering , Construction Equipment, Materials, & Supplies , Pavement loading , Pavement tests , Dynamic response , Elastic analysis , Pavement deflections , Loads(Forces) , Load bearing tests , Strain gages , Pavement condition , Strains , Stiffness , Test facilities , Road materials , Mechanical properties , Foreign technology
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