[1] Tahouni, Shapoor. (2010). Design of reinforced concrete structures (ABA-3th-edition). 15th edition. Tehran: University of Tehran press, 2-3, 36-37.
[2] Mostofinejad, Davood. (2008). Reinforced concrete structures (volume1), 10th edition, Esfahan: Arkan danesh press, 75
[3] Lu W, Yuan H. (2011). A framework for understanding waste management studies in construction. Waste Management, 31(6), 1252-60.
[4] Lu W, Yuan H, Li J, Hao JJ, Mi X, Ding Z. (2011). An empirical investigation of construction and demolition waste generation rates in Shenzhen city, South China. Waste Management, 31(4), 680-7.
[5] Saghafi MD, Teshnizi ZAH. (2011). Building deconstruction and material recovery in Iran: An analysis of major determinants. Procedia Engineering. 21(0), 853-63.
[6] Limbachiya, M. C., Leelawat, T., & Dhir, R. K. (2000). Use of recycled concrete aggregate in high-strength concrete. Materials and Structures, 33, 574–580.
[7] Government agency of New Zealand, (2011). Best Practice Guide for the use of Recycled Aggregates in New Concrete, Cement & Concrete Association of New Zealand, 978-0-908956-23-4.
[8] Kang, T. H.-K., Kim, W., Kwak, Y.-K., & Hong, S.-G. (2012). The choice of recycled concrete aggregates for flexural members. In Proceedings of 18th international association for bridge and structural engineering congress on innovative infrastructures, 6,726-731.
[9] Kutalmıs_ Recep Akça, Özgür Çakýr, Metin _Ipek. (2015). Properties of polypropylene fiber reinforced concrete using recycled aggregates. Construction and Building Materials, 98, 620–630.
[10] Y. Ding and W. Kusterle. (2000). Compressive stress-strain relationship of steel fibre reinforced concrete at early age. Cement Concrete Research, 30, 1573-1579.