Curing and temperature sensitivity of cement–bitumen treated materials

References

• Asphalt Academy, 2009. Technical guideline (TG2): bitumen stabilized materials. 2nd ed. Pretoria: Asphalt Academy, CSIR Built Environment, South Africa.
   Google Scholar
• Asphalt Recycling and Reclaiming Association (ARRA), 2001. Basic asphalt recycling manual  [online]. Available from: http://www.mdt.mt.gov/publications/docs/brochures/research/toolbox/ARRA/BARM%20-%20B/1-124-BARM1.pdf [Accessed 22 April 2013].
   Google Scholar
• Barbero, E.J. and Julius, M.J., 2004. Time-temperature-age viscoelastic behavior of commercial polymer blends and felt filled polymers. Mechanics of Advanced Materials and Structures, 11 (3), 287–300.
   Web of Science ®Google Scholar
• Bazant, Z.P. and Wu, S.T., 1974. Thermoviscoelasticity of aging concrete. Journal of the Engineering Mechanics Division, 100 (EM3), 575–595.
   Google Scholar
• Bocci, M., et al., 2010. Recycling techniques and environmental issues relating to the widening of an high traffic volume Italian motorway. International Journal of Pavement Research and Technology, 3 (4), 171–177.
   Google Scholar
• Bocci, M., et al., 2011. A study on the mechanical behaviour of cement–bitumen treated materials. International Journal of Construction and Building Materials, 25 (2), 773–778.
   Web of Science ®Google Scholar
• Bocci, M., et al., 2014. Full depth reclamation for the rehabilitation of local roads: a case study. International Journal of Pavement Engineering, 15 (3), 191–201.
   Web of Science ®Google Scholar
• Brown, S.F. and Needham, D., 2000. A study of cement modified bitumen emulsion mixtures. Journal of the Association of Asphalt Paving Technologists, 69, 92–116.
   Google Scholar
• Canestrari, F., et al., 2013. Rheological properties of bituminous binders with synthetic wax. International Journal of Pavement Research and Technology, 6 (1), 15–21.
   Google Scholar
• Di Benedetto, H. and de la Roche, C., 1998. State of the art on stiffness modulus and fatigue of bituminous mixtures. In: L. Franken, ed. Bituminous binders and mixes. RILEM Report 17. London: E & FN Spon.
   Google Scholar
• European Asphalt Pavement Association (EAPA), 2008. Arguments to stimulate the government to promote asphalt reuse and recycling. Position Paper. Brussels, Belgium, May 2008 [Online]. Available from: http://www.eapa.org/default_news.htm.
   Google Scholar
• Fu, P. and Harvey, J.T., 2007. Temperature sensitivity of foamed asphalt mix stiffness: field and lab study. International Journal of Pavement Engineering, 8 (2), 137–145.
   Google Scholar
• Garcia, A., et al., 2013. Influence of cement content and environmental humidity on asphalt emulsion and cement composites performance. Materials and Structures, 46 (8), 1275–1289. doi:10.1617/s11527-012-9971-6.
   Web of Science ®Google Scholar
• Gauthier, G., et al., 2010. Non linearity in bituminous materials during cyclic tests. Road Materials and Pavement Design, 11 (suppl. 1), 379–410.
   Google Scholar
• Giuliani, F., 2001. X-ray diffraction method for studying cement-modified bitumen emulsion mixtures in asphalt pavement cold recycling. First international symposium on subgrade stabilization and in situ pavement recycling using cement. Salamanca, Spain. Paper no. 6.
   Google Scholar
• Grilli, A., Graziani, A., and Bocci, M., 2012. Compactability and thermal sensitivity of cement–bitumen treated materials. Road Materials and Pavement Design, 13 (4), 599–617.
   Web of Science ®Google Scholar
• Grilli, A., Bocci, E., and Graziani, A., 2013a. Influence of reclaimed asphalt content on the mechanical behaviour of cement-treated mixtures. Road Materials and Pavement Design, 14 (3), 666–678. doi:10.1080/14680629.2013.794367.
   Web of Science ®Google Scholar
• Grilli, A., Bocci, M., and Tarantino, A.M., 2013b. Experimental investigation on fiber-reinforced cement-treated mixtures using reclaimed asphalt. Construction and Building Materials, 38, 491–496.
   Web of Science ®Google Scholar
• Jenkins, K.J. and Moloto, P.K., 2008. Updating bituminous stabilized materials guidelines: mix design report. Phase II – Curing protocol: Improvement. Technical memorandum task 7.
   Google Scholar
• Kavussi, A. and Modarres, A., 2010. A model for resilient modulus determination of recycled mixes with bitumen emulsion and cement from ITS testing results. Construction and Building Materials, 24 (11), 2252–2259.
   Web of Science ®Google Scholar
• Kearney, E., 1997. Cold mix recycling: state-of-the-practice. Journal of the Association of Asphalt Paving Technologists, 66, 760–784.
   Google Scholar
• Kim, Y. and Lee, H.D., 2012. Performance evaluation of cold in-place recycling mixtures using emulsified asphalt based on dynamic modulus, flow number, flow time, and raveling loss. KSCE Journal of Civil Engineering, 16 (4), 586–593.
   Web of Science ®Google Scholar
• Mehta, P.K. and Monteiro, P.J.M., 1993. Concrete: structure, properties, and materials. 2nd ed. Englewood Cliffs, NJ: Prentice Hall.
   Google Scholar
• O'Connell, P.A. and McKenna, G.B., 1997. Large deformation response of polycarbonate: time-temperature time-aging time and time-strain superposition. Polymer Engineering and Science, 37 (9), 1485–1495.
   Web of Science ®Google Scholar
• Pellinen, T., Witczak, M., and Bonaquist, R., 2002. Asphalt mix master curve construction using sigmoidal fitting function with non-linear least squares optimization. Recent advances in materials characterization and modeling of pavement systems. 15th engineering mechanics division conference, ASCE, 83–101.
   Google Scholar
• Santagata, F.A., et al., 2009. Rehabilitation of an Italian highway by cold in-place recycling techniques. Proceedings of the 7th international RILEM symposium ATCBM09 on advanced testing and characterization of bituminous materials, Rhodes, Greece, Vol. 2, 1113–1122.
   Google Scholar
• Stimilli, A., et al., 2013. Performance evaluation of cold recycled mixture containing high percentage of reclaimed asphalt. Road Materials and Pavement Design, 14 (suppl. 1), 149–161.
   Web of Science ®Google Scholar
• Stroup-Gardiner, M., 2011. NCHRP synthesis 421: recycling and reclamation of asphalt pavements using in-place methods. Washington, DC: The National Academies Press.
   Google Scholar
• Struik, L.C.E., 1978. Physical aging in amorphous polymers and other materials. Delft: Elsevier.
   Google Scholar
• Tebaldi, G., et al., 2014. Synthesis of standards and procedures for specimen preparation and in-field evaluation of cold-recycled asphalt mixtures. Road Materials and Pavement Design, 15 (2), 272–299.
   Web of Science ®Google Scholar
• Thompson, M.R., Garcia, L., and Carpenter, S.H., 2009. Cold in-place recycling and full-depth recycling with asphalt products. Report no. FHWA-ICT-09-036. Rantoul, IL: Illinois Center for Transportation.
   Google Scholar
• Van de Ven, M.F.C., et al., 2007. Development of (half-) warm foamed bitumen mixes: state of the art. International Journal of Pavement Engineering, 8 (2), 163–175.
   Google Scholar
• Verbeck, G. and Helmuth, R.H., 1969. Structures and physical properties of cement pastes. In: Proceedings of the 5th international symposium on the chemistry of cement. Part III: properties of cement paste and concrete. Tokyo: Cement Association of Japan, 1–32.
   Google Scholar
• Xuan, D.X., et al., 2012. Mechanical properties of cement-treated aggregate material – a review. Materials and Design, 33, 496–502.
   Web of Science ®Google Scholar