Curing and temperature sensitivity of cement-bitumen treated materials

International Journal of Pavement Engineering

Volumn 16, Issue 10, 2015, Pages 868-880

  Cardone, Fabrizio ^a   Grilli, Andrea ^b   Bocci, Maurizio ^a   Graziani, Andrea ^a  

^a UNIVERSITÀ POLITECNICA DELLE MARCHE   (Italy)

^b UNIVERSITY OF THE REPUBLIC OF SAN MARINO   (San Marino)

Author keywords

cement bitumen treated materials; cold recycling; complex modulus; curing; temperature sensitivity

Indexed keywords

BITUMINOUS MATERIALS; CEMENTS; EVAPORATION; HYDRATION; MIXTURES; MOISTURE; STIFFNESS; VISCOELASTICITY;

BITUMEN TREATED MATERIALS; CEMENT HYDRATION PROCESS; COLD RECYCLING; COMPLEX MODULUS; QUANTITATIVE EFFECTS; RHEOLOGICAL BEHAVIOUR; TEMPERATURE SENSITIVITY; VISCOELASTIC RESPONSE;

CURING;

EID: 84937024323     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298436.2014.966710     Document Type: Article

References (34)

1. Asphalt Academy, 2009. Technical guideline (TG2): bitumen stabilized materials. 2nd ed. Pretoria: Asphalt Academy, CSIR Built Environment, South Africa.
2. 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].
3. 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.
4. Bazant, Z.P. and Wu, S.T., 1974. Thermoviscoelasticity of aging concrete. Journal of the Engineering Mechanics Division, 100 (EM3), 575-595.
5. 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.
6. 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.
7. 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.
8. 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.
9. Canestrari, F., et al., 2013. Rheological properties of bituminous binders with synthetic wax. International Journal of Pavement Research and Technology, 6 (1), 15-21.
10. 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.
11. 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
12. 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.
13. 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
14. Gauthier, G., et al., 2010. Non linearity in bituminous materials during cyclic tests. Road Materials and Pavement Design, 11 (suppl. 1), 379-410.
15. 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.
16. 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.
17. 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
18. 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.
19. 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.
20. 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.
21. Kearney, E., 1997. Cold mix recycling: state-of-the-practice. Journal of the Association of Asphalt Paving Technologists, 66, 760-784.
22. 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.
23. Mehta, P.K. and Monteiro, P.J.M., 1993. Concrete: structure, properties, and materials. 2nd ed. Englewood Cliffs, NJ: Prentice Hall.
24. 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.
25. 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.
26. 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.
27. 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.
28. Stroup-Gardiner, M., 2011. NCHRP synthesis 421: recycling and reclamation of asphalt pavements using in-place methods. Washington, DC: The National Academies Press.
29. Struik, L.C.E., 1978. Physical aging in amorphous polymers and other materials. Delft: Elsevier.
30. 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.
31. 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.
32. 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.
33. 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.
34. Xuan, D.X., et al., 2012. Mechanical properties of cement-treated aggregate material-A review. Materials and Design, 33, 496-502.