Evaluation of the effect of the loading frequency on Wöhler’s curve parameters of a high modulus asphalt concrete (HMAC)-Reference-Cited by-同舟云学术

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

Published:2021-08-02 Issue: Volume: Page:1-16
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Boussabnia Mohamed Mounir¹,Perraton Daniel¹,Lamothe Sebastien¹,Di Benedetto Hervé²,Neyret Charles³,Carter Alan¹,Pouteau Bertrand⁴,Proteau Marc⁵

Affiliation:

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

2. École Nationale des Travaux Publics de l’État (ENTPE), University of Lyon, Lyon, France

3. Technical Assistance Engineer, Eurovia, Saclay, France

4. Centre de Recherche Eurovia – Mérignac (CRM), Mérignac, France

5. Centre Technique Amériques (CTA), Eurovia, Brossard, Canada

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2021.1957000

Reference24 articles.

1. The combined effect of loading frequency, temperature, and stress level on the fatigue life of asphalt paving mixtures using the IDT test configuration

2. Baaj, H. (2002). Comportement à la fatigue des matériaux granulaire traités au liant hydraulique. Mécanique, Energétique, Acoustique et Génie Civil [PhD thesis]. Ecole Nationale des Travaux Publics de l’Etat (ENTPE) and Institut National des Sciences Appliquées de Lyon (INSA), Lyon, France (in French).

3. Baburamani, P. (1999). Asphalt fatigue life prediction models: A literature review. No. ARR 334.

4. Boussabnia, M. M., Lamothe, S., Di Benedetto, H., Proteau, M. & Pouteau, B. (2019). Comparison of fatigue law parameters obtained from two-point bending (2PB) and tension-compression (TC) tests. Proceeding, Canadian Technical Asphalt Association, 64.

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