[1] Bastami, A., Omidinasab, F., Dalvand, A. (2022). Experimental investigation of the effects of pozzolan and slag addition on mechanical properties of self-compacting cementitious composites. Amirkabir J. Civil Eng, 54 (10).
[2] Sabir, B. (1998). The effects of curing temperature and water/binder ratio on the strength of metakaolinoncrete. In: Sixth CANMET/ACI International Conference on Fly ash, Silica Fume, Slag and Natural Pozzolans in Concrete, Supplementary volume. Bangkok, Thailand, 493-506.
[3] Mehta, P.k. (1986). Concrete: structure, propertie and materials. prentice-hall inc., Englewood cliffs. New Jersey.
[4] Darwish, et al. (2008). Influence of fiber ratio in the size effect. Proceedings.Int Conference Concrete: Constructions sustainable option. Dundee.UK, 123-130.
[5] Krenchel, H., Stang, H. (1989). Stable microcracking in cementitious materials, In Brittle Matrix Composites 2. A.M. Brandt and J.H. Marshall. Eds, 20-33.
[6] Li, V.C. (1993). From Micromechanics to Structural Engineering. the design of cementitious composites for Civil Engineering applications. JSCE J. of Struc. Mechanics and Earthquake Engineering, 10 (2), 37- 48.
[7] Fischer, G., Wang, S., Li, V.C. (2003). Design of engineered cementitious composites for processing and workability requirements, Seventh International Symposium on Brittle Matrix Composites. Warsaw, Poland, 29-36.
[8] Kong, H.J., Bike, S., Li, V.C. (2003). Development of a self-compacting engineered cementitious composite employing electrosteric dispersion/stabilization. Journal of Cement and Concrete Composites, 25 (3), 301-309.
[9] Lepech, M.D., Li, V.C. (2007). Large scale processing of engineered cementitious composites. ACI Materials Journal.
[10] Kishi, N., Konno, H., Ikeda, K., Matsuoka, K.G. (2002). Prototype impact tests on ultimate impact resistance of PC rocksheds. Int J Impact Eng, 27 (9), 969–85.
[11] Ong, KCG., Basheerkhan, M., Paramasivam, P. (1999). Resistance of fibre concrete slabs to low velocity projectile impact. Cement Concr Compos, 21 (5– 6), 391–401.
[12] Mindess, S., Cheng, Y. (1993). Perforation of plain and fibre reinforced concretes subjected to low-velocity impact loading. Cement Concr Res, 23 (1), 83–92.
[13] Ramakrishna, G., Sundararajan, T. (2005). Impact strength of a few natural fiber reinforced cement mortar slabs: a comparative study. Cement & Concrete Composites, 27, 547–553.
[14] Sahraei Moghadam, A., Omidinasab, F. (2020). Assessment of hybrid FRSC cementitious composite with emphasis on flexural performance of functionally graded slabs. Construction and Building Materials, 250, 118904.
[15] Sahraei Moghadam, A., Omidinasab, F. (2021) Effect of Purposive Distribution of Fibers to Prevent the Penetration of Bullet in Concrete Walls. KSCE J Civ Eng, 25, 843–853.
[16] EFNARC. (2005). The European guidelines for self-compacting concrete. specification production and use.
[17] Hammer, T.A., Wallevik, O., Nielsson, I. (2003). Cracking susceptibility due to volume changes of selfcompacting concrete. Proceedings of third RILEM international symposium on self-compacting concrete. Reykjavik, Iceland.
[18] Li, V.C. (1992). A simplified micromechanical model of compressive strength of fiberreinforced cementitious composites. Cement and Concrete Composites, 14 (2), 131-141.
[19] Hannant, D.J. (1987). Fiber Cements and Fiber Concrete. Wiley, Chichester.
[20] Bentur, A., Mindess, S. (1990). Fiber Reinforced Cementitious Composites. Elsevier, London.
[21] Mobasher, B., Li, C.Y. (1996). Mechanical properties of hybrid cement-based composites. ACI Mater. J, 93 (3), 284-292.
[22] Khayat, K.H., Roussel, Y. (1999). Testing and performance of fiber-reinforced, self-consolidating concrete. Proceedings of the First RILEM International Symposium on Self-Compacting Concrete, 509–521.
[23] Grouth, P., Nemegeer, D. (1999). The use of steel fibres in self-compacting concrete. Proceedings of the First RILEM International Symposium on Self-Compacting Concrete, 497–507.
[24] Khan, M.I., Siddique, R. (2011). Utilization of silica fume in concrete: Review of durability properties. Resources, Conservation and Recycling, 57, 30-35.
[25] Detwiler, R.J., Bhatty, J.I., Bhattacharja, S. (1998). Supplementary Cementing Materials for Use in Blended Cements. Portland Cement Association, Research and development bulletin RD112T.
[26] Kjellsen, K.O., Wallevik, O.H., Hallgren, M. (1999). On the compressive strength development of high performance concrete and paste - effect of silica fume. Materials and Structures, 32, 63-69.
[27] Benli, A., Karatas, M., GursesM, E. (2017). Effect of sea water and MgSO4 solution on the mechanical properties and durability of self-compacting mortars with fly ash/silica fume. Construction and Building Materials, 146, 464–474.
[28] Oner, A., Akyuz, S., Yildiz, R. (2005). An Experimental Study on Strength Development of Concrete Containing Fly Ash and Optimum Usage of Fly Ash in Concrete. Cement and Concrete Research, 35, 1165– 1171.
[29] Nie, Q., Zhou, C., Shu, X., He, O., Huang, B. (2014). Chemical, mechanical, and durability properties of concrete with local mineral admixtures under sulfate environment in Northwest China. Materials, 7 (5), 3772–3785.
[30] ACI Committee 232.2R-03. (1993). Use of Fly Ash in Concrete. American Concrete Institute.
[31] Sahraei Moghadam, A., Omidinasab, F., Moazami Goodarzi, S. (2021). Characterization of concrete containing RCA and GGBFS: Mechanical, microstructural and environmental properties. Construction and Building Materials, 289, 123-134.
[32] Gholhaki, M., Pachideh, GH., Rezayfar, O. (2017). Experimental Study on Mechanical Properties of Concrete Containing Steel Fibres, and Polypropylene in high temperatures. Journal of Structural and Construction Engineering, 4 (3), 167-179.
[33] Pachideh, GH., Gholhaki, M. (2020). An experimental study on the performance of fine-grained concrete incorporating recycled steel spring exposed to acidic conditions. Advances in Structural Engineering, 23 (11), 2458-2470.
[34] Bouikni, A., Swamy, R.N., Bali, A. (2009). Durability properties of concrete containing 50% and 65% slag. Construction and Building Material, 23, 2836‐2845.
[35] Oh, J.E., Jun, Y., Jeong, Y., Monteiro, P.J.M. (2014). The importance of the network-modifying element content in fly ash as a simple measure to predict its strength potential for alkali-activation. Cement & Concrete Composites. Volume 57, 44-54.
[36] Gesoglu, M., Güneyisi, E., Özbay, E. (2009). Properties of self-compacting concretes made with binary, ternary, and quaternary cementitious blends of fly ash, blast furnace slag, and silica fume. Construction and Building Materials 23, 1847–1854.
[37] Carino, N.J., Lew, H.S. (1982). Re-examination of the relation between splitting tensile and compressive strength of normal weight concrete. ACI Mater: J, 79 (3), 214–219.
[38] ASTM Standard C192/C192M. (2002). Making and Curing Concrete Test Specimens in the Laboratory. ASTM International, West Conshohocken, PA, U.S.A.
[39] EFNARC S. (2005). Guidelines for self-compacting concrete. EFNARC, UK: [www efnarc org].
[40] ASTM C39. Compressive Strength of Concrete Cylinders.
[41] ASTM C496. Compression Fixture Cylindrical Concrete.
[42] ASTM C293. Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading).
[43] ASTM C642. Standard Test Method for Density, Absorption, and Voids in Hardened Concrete.
[44] ASTM C1585. Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic- Cement Concretes.
[45] ASTM C597. Standard Test Method for Pulse Velocity Through Concrete.
[46] ACI Committee 544. Measurement of properties of fiber reinforced concrete.
[47] CEB-FIB Model Code for Concrete Structures. (1991). Evaluation of the Time Dependent Behaviour of Concrete. Bulletin d’Information No. 199: Comite European du Beton / Federation Internationale de la Precontrainte, Lausanne, Page (201).
[48] Eren Gülsan, M., Alzeebaree, R., Rasheed, A.A., Nis, A., Emin Kurtoglu, M. (2019). Development of fly ash/slag based self-compacting geopolymer concrete using nano-silica and steel fiber. Construction and Building Materials, 211, 271–283.
[49] Sahraei Moghadam, A., Omidinasab, F., Dalvand, A. (2019). Investigation of Mechanical and Impact Properties of High Performance Self-Compacting Composite Concrete. Amirkabir J. Civil Eng, 32 (3), 49-66.
[50] Yu, R., Spiesz, P., Brouwers, H.J.H. (2015). Development of an eco-friendly Ultra- High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses. Cement and Concrete Composites, 55, 383-394.
[51] Whitehurst, E.A. (1951). Soniscope tests concrete structures. Journal of the American Concrete Institute, 443–444.
[52] Ruiz, W.M. (1966). Effect of volume of aggregate on the elastic and inelastic properties of concrete. M.S. thesis. Cornell University.
[53] Akbari, M., Khademi, F., Khademi, S.A. (2014). Aggregate size effect evaluation on ultrasonic pulse velocity and 28 Days compressive strength of concret. National Conference of Concrete, 6, 7-9.
[54] Mastali, M., Kinnunen, P., Dalvand, A., Mohammadi Firouz, R., Illikaine, M. (2018). Drying shrinkage in alkali-activated binders – A critical review. Construction and Building Materials, 190, 533–550.
[55] Mastali, M., Dalvand, A., Sattarifard, A. (2016). The impact resistance and mechanical properties of the reinforced self-compacting concrete incorporating recycled CFRP fiber with different lengths and dosages. Composites Part B: Engineering, 92, 360-376.