This paper presents an interlaboratory test campaign organized by the RILEM 182-PEB
Technical Committee. In the campaign, 11 different test methods, comprising uniaxial …

This paper describes investigation into the change in complex modulus (norm and phase
angle) during cyclic tests on bituminous mixtures. The change can be explained by four …

This paper presents the results of an experimental campaign of fatigue tests carried on
several asphalt concrete mixes. The main goal of this study is to evaluate the effect of binder …

This paper describes investigation into the change of temperature of asphalt mixtures during
cyclic tests on cylindrical specimens. Tension-compression tests were performed at different …

Fatigue laws obtained by means of laboratory tests do not usually take into account the fact
that asphalt mixtures in highways have rest periods (without loads). These rest periods tend …

Quebec roads are subjected to seasonal ambient temperature variations and daily rapid
variations of temperature. These significant temperature variations in combination with the …

In order to represent the behaviour during fatigue tests of asphalt concrete mixtures, a
phenomenological model, based on the continuous damage theory, has been developed …

Asphalt is a self-healing material that has the ability to restore part of its stiffness and
strength during rest periods and elevated temperatures, leading to a significant extension in …

The fatigue interlaboratory test campaign organized by the RILEM 182 PEB Technical
Committee is presented. Sinusoidal loading tests were performed on the same mixture at a …

The fatigue properties of asphalt mixes are usually established according to a series of
laboratory cyclic loading tests at fixed temperature (θ) and frequency (f). Unfortunately, the …