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Traditionally the LVE behavior of bituminous material is modeled via creep/recovery functions.
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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.
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.
Double-torsion tests were performed at low temperatures to investigate brittle and/or quasi-brittle behavior of bituminous materials.
Modern flexible pavements contain sand and gravel or crushed stone compacted with a binder of bituminous material, such as asphalt, tar, or asphaltic oil.
Cold recycling is, among the recycling techniques, certainly the most studied and developed: it allows the recovering of bituminous material from an existing pavement without the addition of heat, whilst ensuring the creation of high quality bound base layers.
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.
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