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<dc:title xml:lang="fr">Comportement thermo-hydro-mécanique des agrégats d'enrobés compactés non saturés</dc:title>
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<dc:subject xml:lang="fr">Agrégats d’enrobés</dc:subject>
<dc:subject xml:lang="fr">Comportement thermo-hydro-mécanique</dc:subject>
<dc:subject xml:lang="fr">Essais triaxiaux à chargements répétés</dc:subject>
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<dc:subject xml:lang="fr">Module résilient</dc:subject>
<dc:subject xml:lang="fr">Méthode aux éléments discrets</dc:subject>
<dc:subject xml:lang="en">Reclaimed asphalt pavement</dc:subject>
<dc:subject xml:lang="en">Thermo-hydro-mechanical behaviour</dc:subject>
<dc:subject xml:lang="en">Repeated load triaxial tests</dc:subject>
<dc:subject xml:lang="en">Permanent strains</dc:subject>
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<dcterms:abstract xml:lang="fr">Les Agrégats d’Enrobés (AE) proviennent de la démolition des chaussées. Leur réemploi est une alternative aux matériaux vierges, et réduit l’impact environnemental. Le projet ORRAP développe un recyclage à froid des AE sans addition de liant, en couche d’assise de chaussées à faible trafic. Les charges routières répétées causent des dégradations : orniérage et fissuration par fatigue. L’objectif de la thèse est d’étudier le comportement thermo-hydro-mécanique d’AE. Une campagne d’essais triaxiaux a été menée à plusieurs températures, teneurs en eau et fréquences, afin de caractériser les comportements permanent et résilient. A partir des résultats expérimentaux, le comportement résilient a été décrit par un premier modèle analytique élastique non linéaire, puis par un second viscoélastique. Le module résilient a été prédit par des simulations numériques aux éléments discrets, avec un modèle de contact viscoélastique. Finalement, deux planches d’essais expérimentales ont été construites.</dcterms:abstract>
<dcterms:abstract xml:lang="en">Reclaimed Asphalt Pavement (RAP) comes from the demolition of pavements. Its reuse is an alternative to virgin materials, to reduce the environmental impact. The ORRAP project develops a cold recycling without binder addition, in base and subbase layers of low traffic pavements. The traffic solicitations lead to damages: the rutting and the fatigue cracking. The objective of this thesis is to study the thermo-hydro-mechanical behaviour of RAP. A series of triaxial tests was carried out at several temperatures, water contents and frequencies. The experimental work allowed to characterise permanent and resilient behaviours. Based on experimental results, the resilient behaviour was described by a first non-linear elastic analytical model, and then by a second viscoelastic analytical model. Using the discrete element method, numerical simulations with a viscoelastic contact model predicted the resilient modulus. Finally, two full scale test sections were built.</dcterms:abstract>
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