[1] Okamura, H., Ouchi, M. (2003). Self-Compacting Concrete. Journal of Advanced Concrete Technology, 1(1), 5-15.
[2] Okamura, H., (1997). Self-compacting high performance concrete. Concrete International, 19(7), 50-54.
[3] Self Consolidating Concrete. (2007), Reported by ACI Committee 237.
[4] De Schutter, G., peter, J., Bartos, M., Domone, p., Gibbs, J. (2008). Self-Compacting Concrete. Whittles publishing.
[5] Singh, S. and Naval, S. (2016). Effect of magnetic water on the engineering properties of self-compacting concrete using binary and ternary blends. International Journal for Science, Management and Technology. 9(1).
[6] Siva Konda Reddy, B. Ghorpade, V. G., Sudarsana Rao, H. (2014). Influence of Magnetic Water on Strength Properties of Concrete. Indian Journal of Science and Technology, 7(1), 14–18.
[7] Szczes, A., Chibowski, E., Holysz, P., Rafalski, P. (2011). Effect of static magnetic field on water at kinetic condition. Chemical Engineering and processing, 50(1), 124-127.
[8] Al-Qahtani, H. (1996). Efect of magnetic treatment on gulf seawater. Desalination, 107(1), 75-81.
[9] Lungader, M. (1995). Influence of magnetic field on the precipitation of some inorganic salts. Journal of Crystal Growth, 152(1), 94–100.
[10] Joshi, K. M., Kamat, P. V. (1996). Effect of magnetic field on the physical properties of water. Journal of the Indian Chemical Society, 43, 620-622.
[11] Gabrielli, C., Jaouhari, R., Maurin, G., Keddam, M. (2001). Magnetic Water Treatment for Scale Prevention. Water Research, 35(13), 3248-3259.
[12] Kronenberg, K., and Klaus, J. (1985). Experimental Evidence for Effects of Magnetic Fields on Moving Water. IEEE Transactions on Magnetics, 21(5), 2059 - 2061.
[13] Saddam, M. A. (2009). Effect of Magnetic Water on Engineering Properties of Concrete. Al-Rafidain Engineering, 17(1), 71-82.
[14] Fu, W., Wang, Z. B. (1994). The new technology of concrete engineering. Beijing. The Publishing House of Chinese Architectural Industry, 56–59.
[15] Chau, Z. J. (1996). The new construction method of concrete. Beijing. The Publishing House of Chinese Architectural Industry, 401–407.
[16] Tawfic, Y. R., Abdelmoez, W. (2013). The Influence of Water Magnetization on fresh and hardened concrete properties. International Journal of Civil Engineering and Technology (IJCIET), 4(6), 21-43.
[17] Afshin, H., Gholizadeh, M., Khorshidi, N. (2010). Improving Mechanical Properties of High Strength Concrete by Magnetic Water Technology. Scientia Iranica, 17(1), 74-79.
[18] Bhatath, S., Subraja, S., Kumar, P. A. (2016). Influence of magnetized water on concrete by replacing cement partially with copper slag. Journal of Chemical and Pharmaceutical Sciences 9(4).
[19] Su, N., Yeong Hwa Wu., Yo Mar, Ch. (2000). Effect of Magnetic Water on the Engineering Properties of Concrete Containing Granulated Blast Furnace Slag. Journal of Cement and Concrete Research, 30, 599 – 605.
[20] Su, N., Yeong Hwa, Wu., Yo Mar, Ch. (2003). Effect of Magnetic Field Treated Water on Mortar and Concrete Containing Fly Ash. Cement and Concrete Composites, 25(7), 681-688.
[21] Gholhaki, M., Kheyroddin, A., Hajforoush, M., Kazemi, M. (2018). An investigation on the fresh and hardened properties of self-compacting concrete incorporating magnetic water with various pozzolanic materials. Construction and Building Materials, 158, 173–180.
[22] Jain, A., Laad, A., Singh, K. Murari, K. (2017). Effect of magnetic water on properties of concrete. International Journal of Engineering Science and Computing, 5(7).
[23] Oner, A., Akyuz, S. (2007). An experimental study on optimum usage of GGBS for the compressive strength of concrete. Cement and Concrete Composites, 29(6), 505–514.
[24] Yang, E. H., Yang, Y. Z., Li, V. C. (2007). Use of high volumes of fly ash to improve ECC mechanical properties and material greenness. ACI Material Journal, 104(6), 620–628.
[25] Valipour, M., Yekkalar, M., Shekarchi, M., Panahi,S. (2014). Environmental assessment of green concrete containing natural zeolite on the global warming index in marine environments. Journal of Cleaner Production, 65, 418-423.
[26] Nai-qian, F., Hsia-ming, Y., Li-Hong, Z. (1988). The strength effect of mineral admixture on cement concrete. Cement and concrete research, 18(3), 464-472.
[27] Dadsetan, S., Bai, J. (2017). Mechanical and microstructural properties of self-compacting concrete, blended with metakaolin, ground granulated blast furnace slag and fly ash. Construction and Building Materials, 146, 658–667.
[28] Ghods, A. (2014). A survey on the mechanical properties of magnetic self-compacting concrete containing nano silica. International Research Journal of Applied and Basic Sciences. 8(4), 413-418.
[29] Ahmadi, B., Shekarchi, M. (2010). Use of natural zeolite as a supplementary cementitious material. Cement and Concrete Composites, 32(2), 134-141.
[30] Ranjbar M. M., Madandoust R., Mousavi S. Y., Yosefi, S. (2013). Effects of natural zeolite on the fresh and hardened properties of self-compacted concrete, Construction and Building Materials. 47, 806–813.
[31] Chan, S. Y., Ji, X. (1999). Comparative study of the initial surface absorption and chloride diffusion of high performance zeolite, silica fume and PFA concretes. Cement and Concrete Composites, 21(4), 293-300.
[32] Valipour, M., Pargar, F., Shekarchi, M., Khani, S. (2013). Comparing a natural pozzolan, zeolite, to metakaolin and silica fume in terms of their effect on the durability characteristics of concrete: A laboratory study. Construction and Building Materials, 41, 879–888.
[33] Dousti, A., Rashetnia, R., Ahmadi, B., Shekarchi, M. (2013). Influence of exposure temperature on chloride diffusion in concretes incorporating silica fume or natural zeolite. Construction and Building Materials, 49, 393–399.
[34] Jalal, M., Pouladkhan, A., Harandi, O.F., Jafari, D. (2015). Comparative study on effects of Class F fly ash, nano silica and silica fume on properties of high performance self-compacting concrete. Construction and Building Materials, 94, 90-104.
[35] EFNARC. (2005). The European guidelines for self-compacting concrete; specification production and use.
[36] ASTM Standard. (2004). Standard Specification for Chemical Admixtures for Concrete, ASTM Standard C494, ASTM International, West Conshohocken.
[37] Khayat, K. H., Bickley, J., Lessard, M. (2000). Performance of self-consolidating concrete for casting basement and foundation walls. ACI Material Journal, 97(1), 374–380.
[38] ASTM Standard. (2006). Standard test method for density, absorption, and voids in hardened concrete, ASTM Standard C642, ASTM International, West Conshohocken.
[39] ASTM Standard. (2004). Standard test method for splitting tensile strength of cylindrical concrete specimens, ASTM Standard C496, ASTM International, West Conshohocken.
[40] ASTM Standard. (2002). Standard test method for static modulus of elasticity and poisson’s ratio of concrete in compression, ASTM Standard C469, ASTM International, West Conshohocken.
[41] Feng, N. Q., Li G. Z., Zang X. W. (1990). High-strength and flowing concrete with a zeolite mineral admixture. Cement Concrete Aggregates, 12(2), 61–69.
[42] Najimi, M., Sobhani, J., Ahmadi, B., Shekarchi, M. (2012). An experimental study on durability properties of concrete containing zeolite as a highly reactive natural pozzolan. Construction and Building Materials, 35, 1023–1033.
[43] Barfield, M., Ghafoori, N. (2012). Air-entrained self-consolidating concrete: A study of admixture sources. Construction and Building Materials, 26(1), 490–496.
[44] Domone, P. L. (1997). A review of the hardened mechanical properties of self-compacting concrete. Cement and concrete composites, 29(1), 1–12.
[45] ACI Committee 318. (2005). Building Code Requirements for Reinforced Concrete (ACI 318–05) and Commentary (318R–05). American Concrete Institute, Farmington Hills.
[46] CEB-FIP. (1989). Diagnosis and assessment of concrete structures, state of the art report, CEB Bull, 192, 83–85.
[47] Vilanova, A., Gomez, J. F., Landsberger, G. A. (2011). Evaluation of the mechanical properties of self-compacting concrete using current estimating models estimating the modulus of elasticity, tensile strength and modulus of rupture of self - compacting concrete. Construction and Building Materials, 25(8), 3417–3426.
)