[1] Pedro. D., Brito, J. De and Evangelista, L. (2015). Performance of concrete made with aggregates recycled from precasting industry waste – influence of the crushing process., Mater. Struct. 48 (12) 3965–3978.
[2] Pedro. D., Brito, J. De and Evangelista, L. (2014). Influence of the use of recycled concrete aggregates from different sources on structural concrete. Constr. Build. Mater. 71 141–151.
[3] André, A., Brito, J. De. Rosa, A. and Pedro, D. (2014). Durability performance of concrete incorporating coarse aggregates from marble industry waste. J. Cleaner Prod. 65 389–396.
[4] Seo, D.S. and Choi, H.B. (2014). Effects of the old cement mortar attached to the recycled aggregate surface on the bond characteristics between aggregate and cement mortar. Constr. Build. Mater. 59. 72–77.
[5] Marie, I. and Quiasrawi, H. (2012). Closed-loop recycling of recycled concrete aggregates. J. Cleaner Prod. 37 243–248.
[6] Koenders, E. Pepe, M. and Martinelli, E. (2014) "Compressive strength and hydration processes of concrete with recycled aggregates", Cem. Concr. Res. 56. 203–212.
[7] Bravo, M., Brito, J. De Pontes, J. and Evangelista, L. (2015). Durability performance of concrete with recycled aggregates from construction and demolition waste plants. Constr. Build. Mater. 77. 357–369.
[8] Yildirim, S., Meyer, C. and Herfellner, S. (2015). Effects of internal curing on the strength, drying shrinkage and freeze–thaw resistance of concrete containing recycled concrete aggregates. Constr. Build. Mater. 91. 288–296.
[9] Qasrawi, H. and Marie, I. (2013). Towards better understanding of concrete containing recycled concrete aggregate. Adv. Mater. Sci. Eng. 8.128-145.
[10] Shi, C., Li, Y., Zhang, J., Li, W. Chong, L. and Xie, Z. (2016). Performance enhancement of recycled concrete aggregate: a review. J. Cleaner Prod. 112. 466–472.
[11] Rahal, K. (2007). Mechanical properties of concrete with recycled coarse aggregate. Build. Environ. 42. 407–415.
[12] Bru, K. Touz, S. Bourgeois, F. Lippiatt, N. and Menard, Y (2014). Assessment of a microwave-assisted recycling process for the recovery of high-quality aggregates from concrete waste. Int. J. Miner. Process. 126. 90–98.
[13] Katz, A. (2004). Treatments for the improvement of recycled aggregate. J. Mater. Civ. Eng. 16. 597–603.
[14] Ismail, S. and Ramli, M. (2013). Engineering properties of treated recycled concrete aggregate (RCA) for structural applications. Constr. Build. Mater. 44. 464–476.
[15] Spaeth, V. and Tegguer, A. (2013). Improvement of recycled concrete aggregate properties by polymer treatments. Int. J. Sustainable Built Environ. 2. 143–152.
[16] Kou, S.C. and Poon, C.S. (2010). Properties of concrete prepared with PVA-impregnated recycled concrete aggregates. Cem. Concr. Compos. 32. 649–654.
[17] Dilbas, H. Simsek, M. and Cakır, O. (2014). An investigation on mechanical and physical properties of recycled aggregate concrete (RAC) with and without silica fume. Constr. Build. Mater. 61. 50–59.
[18] Tam, V. Tam, C.M. and Le, K.N. (2007). Removal of cement mortar remains from recycled aggregate using pre-soaking approaches. Resour. Conserv. Recycl. 50. 82–101.
[19] Ismail, S. and Ramli, M. (2014). Mechanical strength and drying shrinkage properties of concrete containing treated coarse recycled concrete aggregates. Constr. Build. Mater. 68. 726–739
[20] Xiao, J. Xie, H. and Yang, Z. (2012). Shear transfer across a crack in recycled aggregate concrete. Cem. Concr. Res. 42. 700–709.
[21] Kim, S.W., Jeong, C.Y., Lee, J.S. and Kim, K.H. (2013). Size effect in shear failure of reinforced concrete beams with recycled aggregate. J. Asian Archit. Build. Eng. 12. 323–330.
[22] Arezoumandi, M. Smith, A., Volz, J. and Khayat, K. (2015). An experimental study on flexural strength of reinforced concrete beams with 100% recycled concrete aggregate. Eng. Struct. 88. 154–162.
[23] Reis, N., Brito, J. De. Correia, J. and Arruda, M. (2015). Punching behaviour of concrete slabs incorporating coarse recycled concrete aggregates. Eng. Struct. 100. 238–248.
[24] Schubert, S., Hoffmann, C. Leemann, A., Moser, K. and Motavalli, M. (2012). Recycled aggregate concrete: experimental shear resistance of slabs without shear reinforcement. Eng. Struct. 41. 490–497.
[25] Li, C.Y., Li, G.X., Shao, W. Guo, Q. and Liu, R. (2013). Shear-crack behaviors of reinforced fullrecycled aggregate concrete beams. Appl. Mech. Mater. 43. 794–799.
[26] Fathifazl, G., Razaqpur, A.G. Isgor, O. Abbasd, A. Fournier, B. and Foo, S. (2011). Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams. Eng. Struct. 33. 1025–1033.
[27] Fonteboa G., Abella, M. Lage, M. and Lopez, E. (2009). Structural shear behaviour of recycled concrete with silica fume. Constr. Build. Mater. 23. 3406– 3410.
[28] CSA A23.3-14, (2014). Design of concrete structures, a trade-mar k of the Canadian Standards Association, operating as “CSA Group” published in June 2014 by CSA Group.
[29] European Committee for Standardization. Eurocode No. 2. (2005). Design of concrete structures. Part 1: General rules and rules for buildings.
[30] ACI 318RM-14, (2014). Building Code Requirements for Structural Concrete and Commentary, American Concrete Institute, Farmington Hills, Michigan.