The scalar modulus: A novel parameter for predicting creep properties of asphalt mixtures

Author:

Onifade IbrahimORCID,Huang Kai,Birgisson BjornORCID

Funder

Trafikverket

Publisher

Elsevier BV

Reference50 articles.

1. Al-Qadi, I.L., Ozer, H., Lambros, J., Khatib, A.E., Singhvi, P., Khan, T., … & Doll, B. (2015). Testing protocols to ensure performance of high asphalt binder replacement mixes using RAP and RAS (No. FHWA-ICT-15-017). Illinois Center for Transportation.

2. Rheological implications of completely monotone fading memory;Anderssen;J. Rheol.,2002

3. Bayomy, F., Mull-Aglan, M.A., Abdo, A.A. and Santi, M.J. (2006). Evaluation of hot mix asphalt (HMA) fracture resistance using the critical strain energy release rate, Jc (No. 06-2745).

4. A. Braham, B.S. Underwood, State of the art and practice in fatigue cracking evaluation of asphalt concrete pavements. Lino Lakes, MN: Association of Asphalt Paving Technologists, Version 1.0.2016.

5. NCHRP Web Doc 14 Laboratory Determination of Resilient Modulus for Flexible Pavement Design:Final Report;Barksdale,1997

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