[1] F. Pacheco-Torgal, J. Castro-Gomes, and S. Jalali, Alkali-activated binders: A review. Part 1. Historical background, terminology, reaction mechanisms and hydration products, Constr. Build. Mater. 22 (2008) 1305–1314, doi: 10.1016/J.CONBUILDMAT.2007.10.015.
[2] A. J. Alsaad, T. S. Al-Attar, and B. S. Al-Shathr, Utilization of Mineral Sequestration for CO2 Capturing in Car Parks and Tunnels, Eng. Technol. J., 38 (2020), doi: 10.30684/etj.v38i5a.594.
[3] D. Saleh Al-Attar, B. Salah Mehdi, and M. Frayyeh Hattab, EFFECT OF EXTERNAL SULPHATES ON PROPERTIES OF LIME-POZOLANA CONCRETE, J. Eng. Sustain. Dev., 23 (2019), doi: 10.31272/jeasd.23.5.4.
[4] A. Moropoulou, A. Cakmak, K. C. Labropoulos, R. Van Grieken, and K. Torfs, Accelerated microstructural evolution of a calcium-silicate-hydrate (C-S-H) phase in pozzolanic pastes using fine siliceous sources: Comparison with historic pozzolanic mortars, Cem. Concr. Res., 34 (2004) 1–6, doi: 10.1016/S0008-8846(03)00187-X.
[5] N. Kadum, T. Al-Attar, and Z. Al-Azzawi, Evaluation of pozzolime mixtures as a sustainable binder to replace portland cement in structural concrete, in MATEC Web of Conferences, 120 (2017) , doi: 10.1051/matecconf/201712002009.
[6] N. Saikia and J. de Brito, Use of industrial waste and municipality solid waste as aggregate, filler or fiber in cement mortar and concrete, in Municipal Solid Waste, (2012).
[7] [A. Meda, F. Minelli, G. A. Plizzari, and P. Riva, Shear behaviour of steel fibre reinforced concrete beams, Mater. Struct. Constr., 38 (2005) 277, doi: 10.1617/14112.
[8] M. A. Mansur, K. C. G. Ong, and P. Paramasivam, Shear Strength of Fibrous Concrete Beams Without Stirrups, J. Struct. Eng., 112 (1986) 2066–2079, doi: 10.1061/ (ASCE) 0733-9445(1986)112:9(2066).
[9] J. Susetyo, P. Gauvreau, and F. J. Vecchio, Effectiveness of steel fiber as minimum shear reinforcement, ACI Struct. J., 109 (2012) 426–428.
[10] L. Daniel and A. Loukili, Behavior of High Strength Fiber-Reinforced Concrete beams under cyclic loading, Struct. J., 99 (2002) 248–256, doi: 10.14359/11908.
[11] R. D. Lequesne, M. Setkit, G. J. Parra-Montesinos, and J. K. Wight, Seismic Detailing and Behavior of Coupling Beams With High-Performance Fiber Reinforced Concrete, (2010).
[12] S. P. Shah and B. V. Rangan, Fiber Reinforced Concrete Properties, J. Proc., 68 (1971) 126–137, doi: 10.14359/11299.
[13] Z. Wu, C. Shi, and K. H. Khayat, Investigation of mechanical properties and shrinkage of ultra-high performance concrete: Influence of steel fiber content and shape, Compos. Part B Eng., 174 (2019) 107021, doi: 10.1016/J.COMPOSITESB.2019.107021.
[14] G. K. Mohammed, K. F. Sarsam, and I. N. Gorgis, Flexural Performance of Reinforced Concrete Built-up Beams with SIFCON, Eng. Technol. J., 38 (2020) 669–680, doi: 10.30684/ETJ.V38I5A.501.
[15] Fiber-Reinforced Cements and Concretes - Colin D Johnston - Google Books.” https://books.google.iq/books/about/Fiber_Reinforced_Cements_and_Concretes.html?id=A1lZ9CjfSWYC&redir_esc=y
[16] M. Grzybowski and S. P. Shah, Shrinkage Cracking of Fiber Reinforced Concrete, Mater. J., 87 (1990) 138–148, doi: 10.14359/1951.
[17] J. R. Deluce and F. J. Vecchio, Cracking Behavior of Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement, ACI Struct. J., 110.
[18] ACI Comite 544, State of the Art Report on Fiber Reinforced Concrete Reported (ACI 544.1R-96 Reapproved 2002), ACI Struct. J., 96 (2002) Reapproved.
[19] J. Thomas and A. Ramaswamy, Mechanical Properties of Steel Fiber-Reinforced Concrete, J. Mater. Civ. Eng., 19 (2007) 385–392, doi: 10.1061/(ASCE)0899-1561(2007)19:5(385).
[20] ASTM C 1240/C 1240M - 05, Standard Specification for Silica Fume Used in Cementitious Mixtures, ASTM Int., (2005).
[21] ASTM 618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, Annu. B. ASTM Stand., (2005).
[22] ASTM, Standard Specification for Lime for Use with Pozzolans, ASTM C821 - 14, 78 (2014) Reapproved.
[23] ASTM C494, Standard Specification for Chemical Admixtures for Concrete, ASTM Int., no. February, (2015) 1–10, doi: 10.1520/C0494.
[24] S. Fibers and F. Concrete, A 820/A 820M-04 Standard Specification for steel fibers for fiber-reinforced concrete, ASTM, (2004).
[25] ASTM C143/C143M, Standard Test Method for Slump of Hydraulic-Cement Concrete, Astm C143, no. 1, (2015).
[26] BS EN 12390-2019 Part 3, testing hardened concrete: Compressive strength of test specimens, Br. Stand. Inst., (2019).
[27] ASTM International, Astm C78/C78M - 02: Stand. Test Method Flexural Strength Concr. (Using Simple Beam with Third-Point Loading)ASTM Int. USA, 04.02 (2002).
[28] T. S. Al-Attar, S. F. Daoud, and A. S. Dhaher, Workability of Hybrid Fiber Reinforced Self-Compacting Concrete, Eng. Technol. J., 36 (2018), Accessed: Jul. 30, 2021. [Online]. Available: https://mail.engtechjournal.org/index.php/et/article/view/131.