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.
Norwegian Model for Prediction of Pavement Deterioration
1990
15 pages
Report
No indication
English
Highway Engineering , Pavements , Deterioration , Forecasting , Wear , Fatigue , Norway , Cracks , Surface properties , Highways , Loads(Forces) , Foreign technology
Development of models for prediction of airfield pavement deterioration
Online Contents | 1996
|Nonlinear Mixed-Effects Model for the Evaluation and Prediction of Pavement Deterioration
British Library Online Contents | 2012
|Nonlinear Mixed-Effects Model for the Evaluation and Prediction of Pavement Deterioration
Online Contents | 2012
|Pavement Deterioration Modeling in India
British Library Conference Proceedings | 1994
|Hierarchical asphalt pavement deterioration model for climate impact studies
Online Contents | 2014
|