Thermo-hydro-mechanical behaviour of cold reclaimed asphalt aggregates without binder addition

References

• American Society for Testing and Materials International. (2010). Standard Test Method for Measurement of Soil Potential (Suction) Using Filter Paper. ASTM D 5298-10.
   Google Scholar
• Association Française de Normalisation. (2003). Mélanges traités et mélanges non traités aux liants hydrauliques – Partie 4: Méthodes d’essai pour la masse volumique de référence et la teneur en eau en laboratoire – Marteau vibrant. [Unbound and hydraulically bound mixtures – Part 4: Test methods for laboratory reference density and water content – Vibrating hammer.] Norme européenne EN 13286-4.
   Google Scholar
• Association Française de Normalisation. (2004a). Graves non traitées: Spécifications. [Unbound Granular Materials: Specifications.] Norme européenne EN 13285 (pp. 6–7 ).
   Google Scholar
• Association Française de Normalisation. (2004b). Mélanges avec ou sans liant hydraulique – Partie 7: Essai triaxial sous charge cyclique pour mélanges sans liant hydraulique. [Unbound and hydraulically bound mixtures – Part 7: Triaxial test under cyclic loading for unbound mixtures.] Norme européenne EN 13286-7.
   Google Scholar
• Association Française de Normalisation. (2007). Mélanges bitumineux: Spécifications des matériaux – Partie 1: Enrobés bitumineux. [Asphalt mixtures: Specifications of materials – Part 1: Asphalt concretes.] Norme européenne EN 13108-1 (pp. 9–11 ).
   Google Scholar
• Azam, A. M., Cameron, D. A., & Rahman, M. M. (2013). Model for prediction of resilient modulus incorporating matric suction for recycled unbound granular materials. Canadian Geotechnical Journal, 50(11), 1143–1158. doi: 10.1139/cgj-2012-0406
   Web of Science ®Google Scholar
• Bishop, A. W., & Blight, G. E. (1963, September). Some aspects of effective stress in saturated and partly saturated soils. Géotechnique, 13(3), 177–197. doi: 10.1680/geot.1963.13.3.177
   Google Scholar
• Boyce, J. R. (1980, January). A non-linear model for the elastic behaviour of granular materials under repeated loading. Proceedings of International Symposium on Soils under cyclic and Transient loading (pp. 285–294). Swansea.
   Google Scholar
• Colbert, B., & You, Z. (2011). The determination of mechanical performance of laboratory produced hot mix asphalt mixtures using controlled RAP and virgin aggregate size fractions. Construction and Building Materials, 26(1), 655–662. doi: 10.1016/j.conbuildmat.2011.06.068
   Web of Science ®Google Scholar
• Coronado, O., Caicedo, B., Taibi, S., Gomes Correia, A., Souli, H., & Fleureau, J. M. (2016). Effect of water content on the resilient behavior of non standard unbound granular materials. Transportation Geotechnics, 7, 29–39. doi: 10.1016/j.trgeo.2016.04.004
   Web of Science ®Google Scholar
• Dinis-Almeida, M., Castro-Gomes, J., & de Lurdes Antunes, M. (2011). Mix design considerations for warm mix recycled asphalt with bitumen emulsion. Construction and Build Materials, 28(1), 687–693. doi: 10.1016/j.conbuildmat.2011.10.053
   Web of Science ®Google Scholar
• Ekblad, J., & Isacsson, U. (2008). Influence of water and mica content on resilient properties of coarse granular materials. International Journal of Pavement Engineering, 9(3), 215–227. doi: 10.1080/10298430701551193
   Google Scholar
• Gabet, T., & Wayman, M. (2012). Sampling procedure for reclaimed asphalt (Deliverable 1.3). Retrieved from RE-ROAD – End of Life Strategies of Asphalt Pavements website: http://re-road.fehrl.org/
   Google Scholar
• Guatimosim, F. V., Vasconcelos, K. L., Bernucci, L. L. B., & Jenkins, K. J. (2016). Laboratory and field evaluation of cold recycling mixture with foamed asphalt. Road Materials and Pavement Design, 19(2), 385–399. doi: 10.1080/14680629.2016.1261726
   Web of Science ®Google Scholar
• Ho, X. N., Nowamooz, H., Chazallon, C., & Migault, B. (2014a). Influence of fine content and water content on the resilient behaviour of a natural compacted sand. Road Materials and Pavement Design, 15(3), 606–621. doi: 10.1080/14680629.2014.908136
   Web of Science ®Google Scholar
• Ho, X. N., Nowamooz, H., Chazallon, C., & Migault, B. (2014b). Effective stress concept for the effect of hydraulic hysteresis on the resilient behaviour of low traffic pavements. Road Materials and Pavement Design, 16(9), 842–856.
   Google Scholar
• Hornych, P., Gaudefroy, V., & Geffard, J. L. (2009, May). Study of the mechanical behaviour of gravel-emulsions using triaxial tests. Proceedings of 7th International Symposium on Advanced Testing and Characterization of Bituminous materials (pp. 639–649). Rhodes, Greece.
   Google Scholar
• Hornych, P., Kazai, A., & Piau, J. M. (1998, July). Study of the resilient behaviour of unbound granular materials. Proceedings of 5th International Conference on the Bearing Capacity of Roads and Airfields (pp. 1277–1287). Trondheim, Norway.
   Google Scholar
• Jacobson, T. (2002, October). Cold recycling of asphalt pavement – mix in plant. Proceedings of Road pavement recycling, Warsaw (Poland).
   Google Scholar
• Jacobson, T., & Waldemarson, A. (2011). Återvinning av asfaltgranulat vid motorvägsbygget på E4, Markaryd – Uppföljningar åren 2005–2010. [Recycling of asphalt aggregates for the construction of E4 highway – Follow-up between 2005 and 2010.] VTI notat 25-2010.
   Google Scholar
• Jing, P., Nowamooz, H., & Chazallon, C. (2016). Permanent deformation behaviour of a granular material used in low-traffic pavements. Road Materials and Pavement Design, 19(2), 298–314.
   Web of Science ®Google Scholar
• Kalman, B. (2013). Project Final Report (Deliverable 7.3). Retrieved from RE-ROAD – End of Life Strategies of Asphalt Pavements website: http://re-road.fehrl.org/
   Google Scholar
• Kuna, K., Airey, G., & Thom, N. (2016). Mix design considerations of foamed bitumen mixtures with reclaimed asphalt pavement material. International Journal of Pavement Engineering, 18(10), 902–915. doi: 10.1080/10298436.2015.1126271
   Web of Science ®Google Scholar
• Moon, K. H., Cannone Falchetto, A., Wang, D., Wistuba, M. P., & Tebaldi, G. (2016). Low-temperature performance of recycled asphalt mixtures under static and oscillatory loading. Road Materials and Pavement Design, 18(2), 297–314. doi: 10.1080/14680629.2016.1213500
   Web of Science ®Google Scholar
• Nowamooz, H., Chazallon, C., Arsenie, M. I., Hornych, P., & Masrouri, F. (2011). Unsaturated resilient behavior of a natural compacted sand. Computers and Geotechnics, 38(4), 491–503. doi: 10.1016/j.compgeo.2011.02.013
   Web of Science ®Google Scholar
• Plati, C., Loizos, A., Papavasiliou, V., & Kaltsounis, A. (2010). Investigation In Situ Properties of Recycled asphalt pavement with foamed asphalt as base Stabilizer. Advanced in Civil Engineering. Retrieved from doi:10.1155/2010/565924
   Google Scholar
• Porot, L., & Eduard, P. (2016, June). Laboratory evaluation of half-warm recycling with bio-based additive. Proceedings of 6th Eurasphalt & Eurobitume Congress., Prague, Czech Republic.
   Google Scholar
• Raab, C., Partl, M. N., Jenkins, K., & Hugo, F. (2005, June). Determination of rutting and water Susceptibility of Selected pavement materials using MMLS3. Proceedings of 7th International Conference on the Bearing Capacity of Roads and Airfields, Trondheim, Norway.
   Google Scholar
• Sangiorgi, C., Tataranni, P., Simone, A., Vignali, V., Lantieri, C., & Dondi, G. (2017). A laboratory and filed evaluation of cold Recycled mixture for base layer entirely made with reclaimed asphalt pavement. Construction and Building Materials, 138, 232–239. doi: 10.1016/j.conbuildmat.2017.02.004
   Web of Science ®Google Scholar
• Singh, D., Chitragar, S. F., & Ashish, P. K. (2017). Comparison of moisture and fracture damage resistance of hot and warm asphalt mixes containing reclaimed pavement materials. Construction and Building Materials, 157, 1145–1153. doi: 10.1016/j.conbuildmat.2017.09.176
   Web of Science ®Google Scholar
• Smit, A., Hugo, F., Rand, D., Powell, B. (2003). Model Mobile load Simulator Testing at National Center for asphalt Technology test Track. Transportation Research Record: Journal of the Transportation Research Board, 1832(1), 182–190. doi: 10.3141/1832-22
   Google Scholar
• Tran, N., West, R., Taylor, A., & Willis, R. (2015). Evaluation of moderate and high RAP mixtures at laboratory and pavement scales. International Journal of Pavement Engineering, 18(9), 851–858. doi: 10.1080/10298436.2015.1066007
   Web of Science ®Google Scholar
• Valdés, G., Pérez-Jiménez, F., Mirό, R., Martίnez, A., & Botella, R. (2010). Experimental study of recycled asphalt mixtures with high percentages of reclaimed asphalt pavement (RAP). Construction and Building Materials, 25(3), 1289–1297. doi: 10.1016/j.conbuildmat.2010.09.016
   Web of Science ®Google Scholar