Numerical investigation to predict fatigue damage response in high-modulus asphalt mixture: a coupled damage-visco-elastoplastic approach-Reference-Cited by-同舟云学术

Numerical investigation to predict fatigue damage response in high-modulus asphalt mixture: a coupled damage-visco-elastoplastic approach

Author:

Syrine Chabchoub¹²,Mondher Neifar¹³⁴,Daniel Perraton⁵,Lotfi Jaballah³

Affiliation:

1. Applied Mechanics and Systems Research Laboratory, Polytechnic School of Tunisia University of Carthage, Tunis, Tunisia

2. Department of Civil Engineering, ESPRIT School of Engineering, Tunis, Tunisia

3. Department of Civil Engineering, Higher Engineering National School of Tunis University of Tunis, Tunis, Tunisia

4. On secondment to Umm Al Qura University, College of Engineering at Al-Qunfudah, Al-Qunfudah, Kingdom of Saudi Arabia

5. Department of Construction Engineering, Higher Technology School of Montreal, Montreal, Canada

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

Reference33 articles.

1. Ashayer Soltani, M.A., 1998. Comportement en fatigue des enrobés bitumineux. Thesis (PhD). INSA Lyon University.

2. Baaj, H., 2002. Comportement à la fatigue des matériaux granulaires traités aux liants hydrocarbonés. Thesis (PhD). INSA Lyon University.

3. Bitumar, 2017. Bitume PG attestation de conformité (AASHTO M 320). Canada.

4. Bitume Québec, 2013. Enrobé à Module Élevé EME-14. Canada. ISBN: 978-2-923714-20-2.

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