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Exact(2)
In this study, the rutting behaviour of bituminous materials with different air void contents was investigated.
Conclusions are drawn on the relation between the thermo-viscoelastic behaviour of bituminous materials and the improvement in maintenance needs observed on the studied HSL.
Similar(58)
Double-torsion tests were performed at low temperatures to investigate brittle and/or quasi-brittle behavior of bituminous materials.
Traditionally the LVE behavior of bituminous material is modeled via creep/recovery functions.
Such conditions include the range of temperatures that can occur during the service life of the railway tracks, which can modify the behaviour of bituminous material.
This paper therefore focuses on evaluating the mechanical behaviour of bituminous material (under both routine and adverse temperatures that are expected in railway lines in extreme climates) in comparison to that presented by conventional granular sub-ballast.
A constant displacement control method was applied to obtain reliable fracture properties of bituminous materials.
Ageing of bituminous materials can result in loss of the durability of a flexible pavement.
This paper shows the experimental development of a double-torsion fracture test for predicting fundamental fracture properties of bituminous materials.
Recent advancements have been made relating the constructed properties of bituminous materials to the flexible pavement performance over time.
Healing of micro-cracks is crucial for recovering the mechanical properties and extending the service time of bituminous materials.
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