Asphaltic Materials

Modelling of rutting of two flexible pavements with the shakedown theory and the finite element method

Modelling of rutting of two flexible pavements with the shakedown theory and the finite element method

Prediction of Permanent Deformations of Unbound Granular Materials in Low Traffic Pavements

Prediction of Permanent Deformations of Unbound Granular Materials in Low Traffic Pavements

Finite elements modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory

Finite elements modelling of the long-term behaviour of a full-scale flexible pavement with the shakedown theory

A numerical model for flexible pavements rut depth evolution with time

A simplified method has been developed for the finite elements modelling of flexible pavements rut depth evolution with time. This method is based on the shakedown…

Prediction of Permanent Deformations of Unbound Granular Materials in Low Traffic Pavements

Permanent deformations of unbound granular layers and soils, caused by unfavourable moisture conditions, are one of the most common mechanisms of deterioration of…
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