Attia, M, and Abdelrahman, M (2011) Effect of state of stress on the resilient modulus of base layer containing reclaimed asphalt pavement.
Road Materials and Pavement Design, Vol. 12, No. 1, pp. 79-97.
BS EN 13286-7 (2004).
Unbound and hydraulically bound mixtures. Cyclic load triaxial test for unbound mixtures. British Standards Institution, London, UK.
Disfani, MM, Mohammadinia, A, Narsilio, GA, and Aye, L (2018) Performance evaluation of semi-flexible permeable pavements under cyclic loads.
International Journal of Pavement Engineering, pp. 1-11. 10.1080/10298436.2018.1475666.
Eisenberg, B, Lindow, KC, and Smith, DR (2015).
Permeable pavements. Reston, VA, USA: American Society of Civil Engineers..
Erlingsson, S, and Rahman, MS (2013) Evaluation of permanent deformation characteristics of unbound granular materials by means of multistage repeated-load triaxial tests.
Transportation Research Record, Vol. 2369, No. 1, pp. 11-19.
Gidel, G, Hornych, P, Chauvin, JJ, Breysse, D, and Denis, A (2001) A new approach for investigating the permanent deformation behaviour of unbound granular material using the repeated loading triaxial apparatus.
Bulletin des Laboratoires des Ponts et Chaussées, No. 233, pp. 5-21.
Heydinger, AG, Xie, Q, Randolph, BW, and Gupta, JD (1996) Analysis of resilient modulus of dense-and open-graded aggregates.
Transportation Research Record, Vol. 1547, No. 1, pp. 1-6.
Jing, P, Nowamooz, H, and Chazallon, C (2018) Permanent deformation behaviour of a granular material used in low-traffic pavements.
Road Materials and Pavement Design, Vol. 19, No. 2, pp. 289-314.
Lytton, RL, Uzan, J, Fernando, EG, Roque, R, Hiltunen, D, and Stoffels, SM (1993).
Development and validation of performance prediction models and specifications for asphalt binders and paving mixes. SHRP-A-357. National Academy of Sciences, Washington, DC, USA.
MTS Systems Corporation (2015).
MTS landmark® testing solutions. MTS Systems Corporation, Eden Prairie, MN, USA.
National Cooperative Highway Research Program (NCHRP) (2004). Guide for mechanistic–empirical design of new and rehabilitated pavement structures.
NCHRP Report 1-37A. Transport Research Board, Washington, DC, USA.
Plati, C, and Cliatt, B (2019) A sustainability perspective for unbound reclaimed asphalt pavement (RAP) as a pavement base material.
Sustainability, Vol. 11, No. 1, pp. 78. 10.3390/su11010078.
Rahman, MS, and Erlingsson, S (2015) A model for predicting permanent deformation of unbound granular materials.
Road Materials and Pavement Design, Vol. 16, No. 3, pp. 653-673.
Rahman, MS, and Erlingsson, S (2016) Modelling the moisture dependent permanent deformation behavior of unbound granular materials.
Procedia Engineering, Vol. 143, pp. 921-928.
Salour, F, and Erlingsson, S (2017) Permanent deformation characteristics of silty sand subgrades from multistage RLT tests.
International Journal of Pavement Engineering, Vol. 18, No. 3, pp. 236-246.
Seed, H, Mitry, F, Monismith, C, and Chan, C (1967).
Prediction of flexible pavement deflections from laboratory repeated-load tests. NCHRP report 35. Transportation Research Board, Washington, DC, USA.
Tutumluer, E (2013).
Practices for unbound aggregate pavement layers. NCHRP synthesis 445. The National Academies Press, Washington, DC, USA.
Uzan, J (1985) Characterization of granular material.
Transportation Research Record, Vol. 1022, No. 1, pp. 52-59.
White, TD, Haddock, JE, Hand, AJT, and Fang, H (2002).
Contributions of pavement structural layers to rutting of hot mix asphalt pavements. NCHRP Report 468. The National Academies Press, Washington, DC, USA.
Witczak, MW (2004).
Harmonized test method for laboratory determination of resilient modulus for flexible pavement design. NCHRP Report 1-28A. Transportaion Research Board, Washington, DC, USA.