Influence of Asphalt Mixture Stiffness on Fatigue Failure

Author:

Lundstrom Robert1,Di Benedetto Hervé2,Isacsson Ulf3

Affiliation:

1. PhD Student, Division of Highway Engineering, Royal Institute of Technology, S-100 44 Stockholm, Sweden (corresponding author). E-mail: robert.lundstrom@byv.kth.se

2. Professor, ENTPE, DGCB Rue M. Audin, 69518 Vaulx en Velin, France. E-mail: herve.dibenedetto@entpe.fr

3. Professor, Division of Highway Engineering, Royal Institute of Technology, S-100 44 Stockholm, Sweden. E-mail: ulf.isacsson@byv.kth.se

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. Fatigue damage for bituminous mixture: A pertinent approach;Di Benedetto H.;J. Assoc. Asphalt Paving Technologists (AAPT),1996

2. Di Benedetto H. and de la Roche C. ( 1998). State of the art on stiffness modulus and fatigue of bituminous mixtures Rilem Rep. 17 L. Francken ed. E & FN Spon London 137–180.

3. Di Benedetto H. de La Roche C. Baaj H. Pronk A. and Lundstrom R. ( 2003). “Fatigue of bituminous mixtures: Different approaches and RILEM group contribution.” Performance Testing and Evaluation of Bituminous Materials Proc. PTEBM’03 Conf. M. Partl ed. Zurich Switzerland.

4. Doubbaneh E. ( 1995). “Comportement méchanique des enrobés bitumineux des petites aux grandes déformations.” PhD thesis Institut National des Sciences Appliquées de Lyon-Ecole Nationle des Travaux Publics de l’Etat (I.N.S.A-E.N.T.P.E) Lyon France.

5. Judycki J. ( 1991). Fatigue of asphalt mixes Road and Transport Laboratory Univ. of Oulu Press Oulu Finland.

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