[1] Vishwakarma, V., & Ramachandran, D. (2018). “Green Concrete mix using solid waste and nanoparticles as alternatives–A review”, Construction and Building Materials, 162, 96-103.
[2] Jain, A., Gupta, R., & Chaudhary, S. (2019). “Performance of self-compacting concrete comprising granite cutting waste as fine aggregate”, Construction and Building Materials, 221, 539-552.
[3] Ostrowski, K., Stefaniuk, D., Sadowski, Ł., Krzywiński, K., Gicala, M., & Różańska, M. (2020). “Potential use of granite waste sourced from rock processing for the application as coarse aggregate in high-performance self-compacting concrete”, Construction and Building Materials, 238, 117794.
[4] Rana, A., Kalla, P., Verma, H. K., & Mohnot, J. K. (2016). “Recycling of dimensional stone waste in concrete: A review”, Journal of cleaner production, 135, 312-331.
[5] Singh, S., Nagar, R., & Agrawal, V. (2016). “Performance of granite cutting waste concrete under adverse exposure conditions”, Journal of Cleaner Production, 127, 172–182.
[6] Montani, C. (2016). XXVIII world marble and stones report 2017. Aldus Casa di Edizioni in Carrara.
[7] Aarthi, K., & Arunachalam, K. (2018). “Durability studies on fibre reinforced self compacting concrete with sustainable wastes”, Journal of Cleaner Production, 174, 247-255.
[8] Tam, V. W. Y., Soomro, M., & Evangelista, A. C. J. (2018). “A review of recycled aggregate in concrete applications (2000-2017)”, Construction and Building Materials, 172, 272-292.
[9] Oikonomou, N. D. (2005). “Recycled concrete aggregates”, Cement and concrete composites, 27(2), 315-318.
[10] Binici, H., Shah, T., Aksogan, O., & Kaplan, H. (2008). “Durability of concrete made with granite and marble as recycle aggregates”, Journal of materials processing technology, 208(1–3), 299-308.
[11] Singh, S., Nagar, R., Agrawal, V., Rana, A., & Tiwari, A. (2016). “Sustainable utilization of granite cutting waste in high strength concrete”, Journal of Cleaner Production, 116, 223-235.
[12] Sharma, N. K., Kumar, P., Kumar, S., Thomas, B. S., & Gupta, R. C. (2017). “Properties of concrete containing polished granite waste as partial substitution of coarse aggregate”, Construction and Building Materials, 151, 158-163.
[13] Ghorbani, S., Taji, I., De Brito, J., Negahban, M., Ghorbani, S., Tavakkolizadeh, M., & Davoodi, A. (2019). “Mechanical and durability behaviour of concrete with granite waste dust as partial cement replacement under adverse exposure conditions”, Construction and Building Materials, 194, 143-152.
[14] Savadkoohi, M. S., & Reisi, M. (2020). “Environmental protection based sustainable development by utilization of granite waste in Reactive Powder Concrete”, Journal of Cleaner Production, 266, 121973.
[15] Zafar, M. S., Javed, U., Khushnood, R. A., Nawaz, A., & Zafar, T. (2020). “Sustainable incorporation of waste granite dust as partial replacement of sand in autoclave aerated concrete”, Construction and Building Materials, 250, 118878.
[16] Zhu, W., Gibbs, J. C., & Bartos, P. J. M. (2001). “Uniformity of in situ properties of self-compacting concrete in full-scale structural elements”, Cement and concrete composites, 23(1), 57-64.
[17] Shi, C., Wu, Z., Lv, K., & Wu, L. (2015). “A review on mixture design methods for self-compacting con-crete”, Construction and Building Materials, 84, 387-398.
[18] Zhang, X., Luo, Y., Wang, L., Zhang, J., Wu, W., & Yang, C. (2018). “Flexural strengthening of damaged RC T-beams using self-compacting concrete jacketing under different sustaining load”, Construction and Building Materials, 172, 185-195.
[19] Moghadam, A. S., Omidinasab, F., & Dalvand, A. (2020). “Experimental investigation of (FRSC) cementitious composite functionally graded slabs under projectile and drop weight impacts”, Construction and Building Materials, 237, 117522.
[20] Dalvand, A., & Ahmadi, M. (2021). “Impact failure mechanism and mechanical characteristics of steel fiber reinforced self-compacting cementitious composites containing silica fume”, Engineering Science and Technology, an International Journal, 24(3), 736-748.
[21] Jain, A., Gupta, R., & Chaudhary, S. (2020). “Sustainable development of self-compacting concrete by using granite waste and fly ash”, Construction and Building Materials, 262, 120516.
[22] Wang, S., & Li, V. C. (2007). “Engineered cementitious composites with high-volume fly ash”, ACI Materials journal, 104(3), 233.
[23] Sadek, D. M., El-Attar, M. M., & Ali, H. A. (2016). “Reusing of marble and granite powders in self-compacting concrete for sustainable development”, Journal of Cleaner Production, 121, 19-32.
[24] ASTM International C618. (2015). C618-08a: standard specification for coal fly ash and raw or calcined natural pozzolan for use in Concrete. American Society of Testing and Materials.
[25] Mastali, M., Dalvand, A., & Sattarifard, A. (2017). “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, 112, 74-92.
[26] Mastali, M., Dalvand, A., & Fakharifar, M. (2016). “Statistical variations in the impact resistance and mechanical properties of polypropylene fiber reinforced self-compacting concrete”, Comput. Concrete, 18(1), 113-137.
[27] ASTM C39/C39M-12. (2012). Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, ASTM International, West Conshohocken, PA.
[28] ASTM C496/C496M. (2011). Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM International, West Conshohocken, PA.
[29] ASTM C293. (2016). Standard test method for flexural strength of concrete (using simple beam with center-point loading). ASTM International West Conshohocken, PA.
[30] ASTM C597. (2016). Standard test method for pulse velocity through concrete. ASTM International West Conshohocken, PA.
[31] BS 1015-18. (2002). Methods of test for mortar for masonry. Determination of water absorption coefficient due to capillary action of hardened mortar. British Standards Institution.
[32] ACI Committee 544. (1988). “Measurement of properties of fiber reinforced concrete”, ACI Materials Journal, 85(6), 583-593.
[33] Mastali, M., & Dalvand, A. (2016). “Use of silica fume and recycled steel fibers in self-compacting concrete (SCC)”, Construction and Building Materials, 125, 196-209.
[34] Mastali, M., & Dalvand, A. (2017). “Fresh and hardened properties of self-compacting concrete reinforced with hybrid recycled steel–Polypropylene fiber”, Journal of Materials in Civil Engineering, 29(6), 4017012.
[35] Aslani, F., & Nejadi, S. (2013). “Self-compacting concrete incorporating steel and polypropylene fibers: Compressive and tensile strengths, moduli of elasticity and rupture, compressive stress–strain curve, and energy dissipated under compression”, Composites Part B: Engineering, 53, 121-133.
[36] El-Dieb, A. S. (2009). “Mechanical, durability and microstructural characteristics of ultra-high-strength self-compacting concrete incorporating steel fibers”, Materials & Design, 30(10), 4286-4292.
[37] Mastali, M., Dalvand, A., Sattarifard, A. R., Abdollahnejad, Z., & Illikainen, M. (2018). “Characterization and optimization of hardened properties of self-consolidating concrete incorporating recycled steel, industrial steel, polypropylene and hybrid fibers”, Composites Part B: Engineering, 151, 186-200.
[38] Ahmadi, M., Kheyroddin, A., Dalvand, A., & Kioumarsi, M. (2020). “New empirical approach for determining nominal shear capacity of steel fiber reinforced concrete beams”, Construction and Building Materials, 234, 117293.
[39] Ranjbar, N., Mehrali, M., Behnia, A., Javadi Pordsari, A., Mehrali, M., Alengaram, U. J., & Jumaat, M. Z. (2016). “A comprehensive study of the polypropylene fiber reinforced fly ash based geopolymer”, PloS one, 11(1), e0147546.
[40] Cunha, V. M. C. F., Barros, J. A. O., & Sena-Cruz, J. (2007). Pullout behaviour of hooked-end steel fibres in self-compacting concrete. Universidade do Minho. Departamento de Engenharia Civil (DEC).
[41] Abdallah, S., Fan, M., & Rees, D. W. A. (2018). “Bonding mechanisms and strength of steel fiber–reinforced cementitious composites: Overview”, Journal of Materials in Civil Engineering, 30(3), 4018001.
[42] ASTM, C. (1998). 1018 Standard Test Method for Flexural Toughness and First-Crack Strength of Fiber Reinforced Concrete. In American Society of Testing and Materials.
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