SINTEF, Division of Highway Engineering has, on behalf of the Norwegian Public Roads Administration, developed a mechanistic/theoretical model for prediction of pavement deterioration as a function of climatic and traffic influence. The work has resulted in a computer program; the latest version is to be run on IBM-compatible PCs. This model is able to analyze the deterioration of a longitudinal homogeneous single, dual or multilane road section with layers consisting of bituminous and unbound materials. The calculations are made for each axle load for maximum four types of heavy vehicles for a series of incremental periods of calculation. The pavement conditions are updated at the end of each period and form the basis for further calculations in the following period.


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    Title :

    Norwegian Model for Prediction of Pavement Deterioration


    Contributors:

    Publication date :

    1990


    Size :

    15 pages



    Type of media :

    Report


    Type of material :

    No indication


    Language :

    English





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