Rational relationship between the fatigue curves of asphalt mixes obtained from tension/compression and 4-point bending tests-Reference-Cited by-同舟云学术

Rational relationship between the fatigue curves of asphalt mixes obtained from tension/compression and 4-point bending tests

Published:2023-03-06 Issue:sup1 Volume:24 Page:192-208
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Di Benedetto Hervé¹^ORCID,Perraton Daniel²,Lamothe Sébastien²,Boussabnia Mohamed Mounir²

Affiliation:

1. LTDS Laboratory (UMR CNRS 5513), École Nationale des Travaux Publics de l’État (ENTPE) University of Lyon, Lyon, France

2. Construction Engineering Department, École de technologie supérieure (ÉTS), Montréal, Canada

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2180303

Reference26 articles.

1. Baaj H. (2002). Comportement à la fatigue des matériaux granulaires traités aux liants hydrocarbonés [Doctoral thesis. ENTPE] (in French). https://bibliotheque.insa-lyon.fr/recherche/viewnotice/id/458642

2. Babadopulos L. F. A. L. Sauzéat C. & Di Benedetto H. (2016 July 18–21). Calculation of stiffness change induced by self-heating during cyclic loading of bituminous mixtures considered as heterogeneous medium . Presented at the International Society for Asphalt Pavements (ISAP) 2016 Symposium Jackson Hole WY USA.

3. Softening and local self-heating of bituminous mixtures during cyclic loading

4. Bodin D. (2002). Modele d'endommagement cyclique: application à la fatigue des enrobés bitumineux [Thèse de Doctorat Ecole Centrale de Nantes] (p. 189). https://theses.hal.science/tel-02388066

5. Evaluation of the effect of the loading frequency on Wöhler’s curve parameters of a high modulus asphalt concrete (HMAC)

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