Anne Millien

TL;DR: In this paper, a double shear testing device was designed to investigate the bonding fatigue performance between two asphalt concrete (AC) layers, and two interface conditions were analyzed: with and without a tack coat.

TL;DR: The RILEM TG 4 experimental activities, based on the construction of three real-scale pavement sections, are presented in detail as discussed by the authors, in terms of precision and correlations regarding the parameters which results in useful information on asphalt pavement interlayer bond tests.

TL;DR: In this article, an experimental characterization of interfaces shear fatigue behavior through laboratory tests is presented, where asphalt emulsion is commonly used, as tack coat, to ensure the bond between two pavement layers.

TL;DR: In this article, a specific task group of the RILEM Technical Committee 241-MCD “Mechanisms of Cracking and Debonding in Asphalt and Composite Pavements” was established to investigate DIC applications for non-destructive and noncontact measurements of strain fields during laboratory testing.

TL;DR: In this paper, a monotonic tensile test was performed for better understanding of the global and local structure behavior by using the Digital Images Correlation (DIC) analysis, which allowed us to characterize the constitutive law of interface and mechanical parameters such as: stiffness, damage evolution, and release rate energy.