Development of a rational design procedure based on fatigue characterisation and environmental evaluations of asphalt pavement reinforced with glass fibre grid

Author:

Nguyen M. L.1ORCID,Hornych P.1ORCID,Le X. Q.1,Dauvergne M.1,Lumière L.1,Chazallon C.2,Sahli Mehdi23,Mouhoubi S.2,Doligez D.4,Godard E.5

Affiliation:

1. MAST-LAMES, Gustave Eiffel University, Nantes, France

2. University of Strasbourg, INSA of Strasbourg, CNRS, ICube, UMR 7357, F-67000, Strasbourg, France

3. Epsilon, Anse, France

4. 6D Solutions, Lyon, France

5. Colas SA, Magny-les-Hameaux, France

Funder

French National Research Agency

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Reference39 articles.

1. Al-Qadi, I. L., Morian, D. A., Stoffels, S. M., Elseifi, M., Chehab, G. & Stark, T. (2008). Synthesis on use of geosynthetics in pavements and development of a roadmap to geosynthetically-modified pavements. Federal Highway Administration (FHWA) report.

2. Arsenie, I. (2013). Etude et modélisation des renforcements de chaussées à l’aide de grilles en fibre de verre sous sollicitations de fatigue [Ph.D. dissertation, Strasbourg University]. (in French). NNT : 2013STRAD025.

3. Laboratory characterisation of the fatigue behaviour of a glass fibre grid-reinforced asphalt concrete using 4PB tests

4. Modelling of the fatigue damage of a geogrid-reinforced asphalt concrete

5. Autret, P., de Boissoudy, A. B. & Gramsammer, J. C. (1997). The circular test track of the Laboratoire Central des Ponts et Chaussées – First results. Proceeding of the 6th International Conference on Structural Design of Asphalt Pavements (Vol. 1, pp. 550–561). Ann Arbor, MI.

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