References
- Anderson, D.A., et al., 1994. Binder characterization and evaluation. Volume 3: Physical characterization. Report SHRP-A-369. Strategic Highway Research Program Washington, DC: National Research Council.
- Applied Research Associate, 2004. Guide for mechanistic-empirical design on new and rehabilitated pavement structures. NCHRP Project 1-37A. Washington, DC: Prepared for National Cooperative Highway Research Program.
- Bueche, F., 1955. Tensile strength of plastics above the glass temperature. Journal of Applied Physics, 26, 1133–1140.
- Chehab, G.R., et al., 2002. Time-temperature superposition principle for asphalt concrete mixtures with growing damage in tension state. Journal of Asphalt Paving Technology, AAPT, 71, 559–593.
- Gent, A.N., 1996. Adhesion and strength of viscoelastic solids. Is there a relationship between adhesion and bulk properties. Langmuir, 12, 4492–4496.
- Kim, Y.R., et al., Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures. Report DTFH61-05-H-00019. Federal Highway Administration 2009.
- Roque, R., et al., 2004. Guidelines for the use of modifiers in Superpave mixtures: Executive summary and volume 1 of 3 volumes: Evaluation of SBS modifier. State Job 99052793. Tallahassee, FL: Florida Department of Transportation.
- Roque, R., 2009. Development and field validation of NCHRP 1-42A top-down cracking model [online]. Available from: http://www.petersenasphaltconference.org/download/2009/2009P3Symposium_files/Friday4-Roque.pdf.
- Smith, T.L., 1958. Dependence of the ultimate properties of a GR-S rubber on strain rate and temperature. Journal of Polymer Science, 32, 99–113.
- Wen, H., 2009. Development of a damage-based phenomenological fatigue model for asphalt pavement [online]. Available from: http://www.petersenasphaltconference.org/download/2009/2009P3Symposium_files/Thursday5-Wen.pdf.
- Wen, H. and Kim, Y.R., 2002. Simple performance test for fatigue cracking and validation with WesTrack mixtures. Transportation Research Record, No. 1789. Washington, DC: Transportation Research Board, National Research Council, 66–72.
- Wen, H., et al., 2010. Modelling the effects of temperature and loading rate on fatigue property of asphalt binder. Journal of Testing and Evaluation, 38 (6), 1–6.