References
- Anderson, D. A., D. W. Christensen, H. U. Bahia, R. Dongre, M. Sharma, and C. E. Antle. 1994. Binder Characterization and Evaluation, Physical Characterization. Vol. 3, Report No.SHRP-A-369. Washington, DC: National Research Council.
- Ashouri Taziani, E., E. Toraldo, E. Mariani, and M. Crispino. 2017. “Investigation on the Compaction Temperature Effect on Reactivating Aged Bitumen of 100% RAP Mixtures.” In World Conference on Pavement and Asset Management, WCPAM 2017, July 12–16, Baveno.
- Asphalt Institute. 2015. Asphalt Mix Design Methods. 1st ed. Lexington, KY: Asphalt Institute.
- Bahia, H. U. 1991. “Low-Temperature Isothermal Physical Hardening of Asphalt Cements”. PhD thesis, Pennsylvania State University.
- Bonicelli, A., P. Calvi, G. Martinez-Arguelles, L. Fuentes, and F. Giustozzi. 2017. “Experimental Study on the Use of Rejuvenators and Plastomeric Polymers for Improving Durability of High RAP Content Asphalt Mixtures.” Construction and Building Materials 155: 37–44. doi:10.1016/j.conbuildmat.2017.08.013.
- Borghi, A., A. Jiménez del Barco Carrión, D. Lo Presti, and F. Giustozzi. 2017. “Effects of Laboratory Aging on Properties of Biorejuvenated Asphalt Binders.” Journal of Materials in Civil Engineering 29(10). doi:10.1061/(ASCE)MT.1943-5533.0001995.
- Copeland, A. 2008. “Sustaining Our Highways: A National Perspective on RAP Usage and Best Practices for Recycled Asphalt Pavements.” In Pavement Performance Prediction Symp, 2008, University of Wyoming, Laramie, Wyoming, July 16–18.
- EN 1426. 2007. Bitumen and Bituminous Binders – Determination of Needle Penetration. Brussels: European Committee for Standardization.
- EN 12697. 2005. Bituminous Mixtures. Test Methods for Hot Mix Asphalt. Soluble Binder Content. Brussels: European Committee for Standardization.
- EN 1427. 2007. Bitumen and Bituminous Binders. Determination of the Softening Point. Ring and Ball Method. Brussels: European Committee for Standardization.
- EN 14769. 2012. Bitumen and Bituminous Binders. Accelerated Long-term Ageing Conditioning by a Pressure Ageing Vessel (PAV). Brussels: European Committee for Standardization.
- Giustozzi, F., E. Toraldo, and M. Crispino. 2016. “Laboratory Evaluation of Rejuvenated Asphalt Binders”. In Proceedings of the 4th Chinese-European Workshop on Functional Pavement Design (CEW 2016), edited by Erkens Sandra, Liu Xueyan, Anupam Kumar and Tan Yiqiu, 383–392. Delft. June 29–July 1, 2016. ISBN 9781138029248
- Hofko, B., L. Eberhardsteiner, J. Füssl, H. Grothe, F. Handle, M. Hospodka, D. Grossegger, S. N. Nahar, A. J. M. Schmets, and A. Scarpas. 2015. “Impact of Maltene and Asphaltene Fraction on Mechanical Behavior and Microstructure of Bitumen.” Materials and Structures 49 (3): 829–841. doi:10.1617/s11527-015-0541-6.
- Huang, Shin-Che, and Thomas F. Turner. 2014. “Aging Characteristics of RAP Blend Binders: Rheological Properties.” Journal of Materials in Civil Engineering 26 (5): 966–973. doi:10.1061/(asce)mt.1943-5533.0000898.
- NCHRP. 2013. Improved Mix Design, Evaluation, and Materials Management Practices for Hot Mix Asphalt with High Reclaimed Asphalt Pavement Content. National Cooperative Highway Research Program (NCHRP), Transportation Research Board, Washington, DC: The National Academies Press. doi:10.17226/22554.
- Isacsson, U., and H. Zeng. 1998. “Cracking of Asphalt at Low Temperature as Related to Bitumen Rheology.” Journal of Materials Science 33 (8): 2165–2170. doi:10.1023/a:1004383506240.
- Laukkanen, Olli-Ville. 2015. “Low-Temperature Rheology of Bitumen and Its Relationship with Chemical and Thermal Properties.” Master thesis, Aalto University, http://urn.fi/URN:NBN:fi:aalto-201505283020
- Lesueur, D., J. F. Gerard, P. Claudy, J. M. Letoffe, J. Planche, and D. Martin. 1996. “A Structure Related Model to Describe Asphalt Linear Viscoelasticity.” Journal of Rheology 40 (5): 813–836. doi:10.1122/1.550764.
- Madrigal, D. P., A. Iannone, A. H. Martìnez, and F. Giustozzi. 2017. “Effect of Mixing Time and Temperature on Cracking Resistance of Bituminous Mixtures Containing Reclaimed Asphalt Pavement Material.” Journal of Materials in Civil Engineering 29 (8). doi:10.1061/(ASCE)MT.1943-5533.0001831.
- McDaniel, R. S., and H. Soleymani. 2000. Recommended Use of Reclaimed Asphalt Pavement in the Superpave™ Mixture Design Method. Washington, DC: National Research Council.
- Nayak, P., and U. C. Sahoo. 2016. “Rheological, Chemical and Thermal Investigations on an Aged Binder Rejuvenated with Two Non-Edible Oils.” Road Materials and Pavement Design 18 (3): 612–629. doi:10.1080/14680629.2016.1182058.
- Petersen, J. C., R. Robertson, J. Branthaver, P. Harnsberger, J. Duvall, and S. Kim. 1994. Binder Characterization and Evaluation. Vol. 1, Report No.SHRP-A-367. Washington, DC: National Research Council.
- Shen, J., S. Amirkhanian, and B. Tang. 2007. “Effects of Rejuvenator on Performance-Based Properties of Rejuvenated Asphalt Binder and Mixtures.” Construction and Building Materials 21 (5): 958–964. doi:10.1016/j.conbuildmat.2006.03.006.
- Soenen, H., and P. Redelius. 2014. “The Effect of Aromatic Interactions on the Elasticity of Bituminous Binders.” Rheologica Acta 53 (9): 741–754. doi:10.1007/s00397-014-07920.
- Tao, M., and D. Y. Zhang. 2008. “Research on Influence and Modification of Extraction and Recovery Experiments for SBS Modified Asphalt.” Journal of Southeast University 40 (5): 511–523.