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 (F.W.D.) measurements (carried out by the O.E.C.D. and Netherlands Pavement Consultants (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 course of 1989 the test pavements had been subjected to 4.5 million heavy wheel loads. In the report measuring data with respect to the Dutch strain measurements and the O.E.C.D. Falling Weight Deflection measurements were considered. The report gives an overview of how the data has been obtained as well as the actual measuring data.
Comparison between Observed and Predicted Pavement Response. Part 1. Measuring Report
1991
120 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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