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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Hammoum, Ferhat
Université Gustave Eiffel
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (13/13 displayed)
- 2023Evaluation and modelling of low-temperature fracture properties of asphalt binders in thin film by means of the local fracture testcitations
- 2021Improving the durability of asphalt mixtures with hydrated lime: Field results from highway A84citations
- 2020Improving the durability of asphalt mixtures with hydrated lime: Field results from recent French sections
- 2018Experimental study and modeling of the behavior of partially saturated asphalt concrete under freezing conditioncitations
- 2017Prédiction des propriétés viscoélastiques des enrobés bitumineux Approches micromécaniques et expérimentales
- 2015A mineralogical approach of the interactions between bitumen, clay and water in hot mix asphalt (HMA)
- 2015Rheological Behaviour of Ethylene-Vinyl-Acetate [EVA] Modified Road Bitumencitations
- 2013Mechanical analysis of a mixed mode debonding test for composite pavementscitations
- 2012A four-point bending test for the bonding evaluation of composite pavementcitations
- 2011Bitumen healing investigation using a specific fracture testcitations
- 2009Experimental and numerical analysis of crack initiation and growth in thin
- 2008A Cementitious Long-Life Wearing Course to Reduce Frequency of Maintenance Works on High-Traffic Roads
- 2008Construction Issues, Economic Aspects and Risk Assessment. In : Long life surface for busy roads, chapitre 8
Places of action
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article
Prédiction des propriétés viscoélastiques des enrobés bitumineux Approches micromécaniques et expérimentales
Abstract
The asphalt mixtures are composed of aggregates and asphalt used in the construction of the majority of roads. In order to ensure the sustainability of the infrastructures, the evaluation of the quality and the performances of these materials are essential. In this context, several researches have been focused on the development of predictive models, often empirical ones, in order to deduce the viscoelastic properties of an asphalt mixture based on the properties of its constituents (binder and/or aggregate). In this context, we suggest a homogenization model based on the generalized self-consistent scheme (GSC) to predict the complex module of the asphalt concrete from the properties of its components. In the aim of the approach validation, different types of mixtures (hot and warm) made in the laboratory were tested. The results showed that one can predict the complex modulus of the different types of asphalt concretes for temperatures less than 20 °C. However, beyond this temperature, the precision of the model decreases. Besides, the comparison of the micromechanical model with the rheologic models in literature showed that the suggested model can be also relevant in terms of predictions as the considered models.