Linear Viscoelastic and Fatigue Characteristics of Styrene–Butadiene–Styrene Modified Asphalt Mixtures

Author:

Lundström Robert1,Isacsson Ulf2

Affiliation:

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

2. 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

Reference26 articles.

1. Characterization of asphalt concrete in uniaxial tension using a viscoelastoplastic continuum damage model;Chehab G. R.;J. Assoc. Asphalt Paving Technol.,2003

2. Daniel J.S. ( 2001). “Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model and its implementation to WesTrack mixtures.” PhD thesis North Carolina State University Raleigh N.C.

3. Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model;Daniel J. S.;J. Assoc. Asphalt Paving Technol.,2002

4. Di Benedetto H. and De La Roche C. ( 1998). “State of the art on stiffness modulus and fatigue of bituminous mixtures.” Rilem Rep. No. 17 Bituminous Binders and Mixtures L Francken ed. E&FN Spon London.

5. 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. of PTEBM’03 Conf. M. Partl ed. Zurich Switzerland.

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