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Anne Millien
Researcher at University of Limoges
Publications - 26
Citations - 468
Anne Millien is an academic researcher from University of Limoges. The author has contributed to research in topics: Asphalt concrete & Asphalt. The author has an hindex of 11, co-authored 25 publications receiving 401 citations.
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Journal ArticleDOI
Experimental investigation of tack coat fatigue performance: Towards an improved lifetime assessment of pavement structure interfaces
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.
Book ChapterDOI
Mechanical Testing of Interlayer Bonding in Asphalt Pavements
Francesco Canestrari,Gilda Ferrotti,Xiaohu Lu,Anne Millien,Manfred N. Partl,Christophe Petit,Annabelle Phelipot-Mardelé,H Piber,Christiane Raab +8 more
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.
Journal ArticleDOI
Shear Fatigue Behaviour of Tack Coats in Pavements
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.
Journal ArticleDOI
Digital image correlation techniques to investigate strain fields and cracking phenomena in asphalt materials
William G. Buttlar,Brian Hill,Y. Richard Kim,M. Emin Kutay,Anne Millien,Antonio Montepara,Glaucio H. Paulino,Christophe Petit,Ion Octavian Pop,Elena Romeo,Riccardo Roncella,Seyed Amirshayan Safavizadeh,Gabriele Tebaldi,Andrew Wargo +13 more
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.
Journal ArticleDOI
Pavement interface damage behavior in tension monotonic loading
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.