Känslighetsanalys av en modell för asfaltsdeformation

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Increased commercial traffic volume, higher axle load limit, more frequent use of wide tyres, and a tendency towards higher tyre pressure have resulted in increased rates of rutting on asphalt pavements. Strain in asphalt pavements, caused by heavy traffic, is described by different models and serves as a basis for rut prediction. Prediction is however problematic because of varying and uncertain conditions. Studying the change in model output for a given change in input helps when trying to understand the importance of a correct input. In this report, it is shown how strain depends on compressibility, axle load, contact pressure, and, in some cases, variation in lateral position. Different variables affect the results in different ways. Results are therefore dependent on the choice of variables and the accounting area. The results, formulated from different perspectives, describe the significance of a variables influence on strain measurement without comparison in any definitive manner.

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