References
- AASHTO. (2014). Standard specifications for transportation materials and methods of sampling and testing (34th ed.). Washington, DC: Author.
- APAM. (2014). Using RAP to stretch your pavement dollars. Presentation at www.apa-mi.org/docs/2014LRW-RAP-Final.pdf, Asphalt Pavement Association of Michigan, 58th Annual Asphalt Paving Conference, Mt. Pleasant, Michigan.
- Christensen, D., & Bonaquist, R. (2004). Evaluation of indirect tensile test (idt) procedures for low-temperature performance of hot mix asphalt( Report 530). Washington, DC: Transportation Research Board, National Research Council.
- Copeland, A. (2011). Reclaimed asphalt pavement in asphalt mixtures: State of the practice. (Federal Highway Administration FHWA-HRT-11-021).
- Daniel, J., Pochily, J., & Boisvert, D. (2010). Can more reclaimed asphalt pavement be added? Study of extracted binder properties from plant-produced mixtures with up to 25% reclaimed asphalt pavement. Transportation Research Record: Journal of the Transportation Research Board, 2180, 19–29.
- Hassan, R. (2009). Feasibility of Using High RAP Contents in Hot Mix Asphalt. Presented at 13th International Flexible Pavements Conference, Queensland, Australia.
- Kim, Y. R., & Wen, H. (2002) Fracture work from indirect tension testing. Journal of the Association of Asphalt Paving Technologists, 71, 779–793.
- Kutay, M. E. (2014). PP-VECD. v0.1. East Lansing, MI: Michigan State University.
- Kutay, M. E., Gibson, N., & Youtcheff, J. (2008). Conventional and Viscoelastic Continuum Damage (VECD)-Based fatigue analysis of polymer modified asphalt pavements (With Discussion). Journal of the Association of Asphalt Paving Technologists, 77, 395–434.
- Kutay, M. E., Gibson, N., Youtcheff, J., & Dongre, R. (2009). Utilizing small samples to predict fatigue lives of field cores: Newly developed formulation based on viscoelastic continuum damage theory. Transportation Research Record: Journal of the Transportation Research Board, 2127, 90–97.
- Kutay, M. E., & Jamrah, A. (2013). Preparation for implementation of the mechanistic-emprical pavement design guide in Michigan, Part1: HMA mixture characterization. (Michigan Department of Transportation (MDOT) Research Report RC-1593).
- Li, X., Marasteanu, M., Kvasnak, A., Bausano, J., Williams, R., & Worel, B. (2010). Factors study in low-temperature fracture resistance of asphalt concrete. Journal of Materials in Civil Engineering, 22(2), 145–152. doi: 10.1061/(ASCE)0899-1561(2010)22:2(145)
- MDOT. (2008). HMA production manual. Lansing, MI: Michigan Department of Transportation.
- Park, S., & Schapery, R. (1999). Methods of interconversion between linear viscoelatic material functions. Part I – A numerical method based on Prony series. International Journal of Solids and Structures, 36, 1653–1675. doi: 10.1016/S0020-7683(98)00055-9
- Wen, H. (2013). Use of fracture work density obtained from indirect tensile testing for mix design and development of a fatigue model. International Journal of Pavement Engineering, 14(6), 561–568. doi: 10.1080/10298436.2012.729060
- Zborowski, A., & Kaloush, E. K. (2011). A fracture energy approach to model the thermal cracking performance of asphalt rubber mixtures. Road Materials and Pavement Design, 12, 377–395. doi: 10.1080/14680629.2011.9695250