[1] Nikbin, I.M. Dehestani, M. Beygi, M.H.A. Rezvani, M. (2014). Effects of cube size and placement direction on compressive strength of self-consolidating concrete, Construction and Building Materials,59, 144-150.
[2] Bazant, Zdenek P., and Jaime Planas.(1997) "Fracture and size effect in concrete and other quasibrittle materials." 16, CRC press,.
[3] Hajime Okamura and Masahiro Ouchi. (2003) "Self- Compacting Concrete", Journal of Advanced Concrete Technology. 1.1, 5-15.
[4] Siddique, Rafat.(2011)."Utilization of silica fume in concrete: Review of hardened properties." Resources, Conservation and Recycling 55.11,2011, 923-932.
[5] Ramezanianpour, A. M., Kh Esmaeili, S. A. Ghahari, and A. A. Ramezanianpour. (2014). "Influence of initial steam curing and different types of mineral additives on mechanical and durability properties of self-compacting concrete." Construction and building materials. 73, 187-194.
[6] Neville, Adam M. "Properties of concrete.". London: Longman, 1995.
[7] del Viso, J.R. Carmona, J.R. Ruiz, G. (2008) Shape and size effects on the compressive strength of high-strength concrete, Cement and Concrete Research, 38.3, 386-395.
[8] Dehestani, M., I. M. Nikbin, and S. Asadollahi.(2014)"Effects of specimen shape and size on the compressive strength of self-consolidating concrete (SCC)." Construction and building materials, 66, 685-691.
[9] Gholhaki, M., Kheyroddin, A., Hajforoosh, M. (2018). The Effect of Magnetic Water and Different Pozzolanic Materials on The Fresh and Hardened Properties of Self-Compacted Concrete. Journal of Structural and Construction Engineering,5(1), Page 5-19.
10.22065/JSCE.2017.77396.1073
[10]
Madandoust ,R.,
Deilami Poshtjouei, S. (2018). Compressive Strength assessment of self-compacted concrete with Nano materials using ultrasonic pulse velocity method. Journal of Structural and Construction Engineering. 10.22065/JSCE.2018.129504.1548.
[11]
Soltani, A.,
Tarighat, A.,
Rostami,R. (2017) Effects of Calcined clay minerals and Silica fume on the compressive strength of concrete. Journal of Structural and Construction Engineering,4(1), Page 33-50.
10.22065/JSCE.2017.43232.
[12] ASTM C 127. (2004). Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate.
[13] ASTM C 128. (2004). Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Fine Aggregate.
[14] Standard, ASTM. "Standard specification for concrete aggregates." C33, Annual Book of Standards 4 ,1994.
[15] EFNARC. “The European Guidelines for Self-Compacting Concrete,” European Federation of National Associations Representing Concrete, 2005.
[16] ASTM C 494. (2004). Standard Specification for Chemical Admixtures for Concrete.
[17] Chai, H.W. : “Design and testing of self-compacting concrete,” A thesis submitted to the University of London for the degree of Doctor of Philosophy, 1998.
[18] ASTM C39/C39M-10. Standard test method for compressive strength of cylindrical concrete specimens, West Conshohocken, PA: American Society for Testing and Materials; 2010.
[19] Bazant ZP.(1993) Size effect in tensile and compressive quasibrittle failures. JCI Int Workshop Size Eff Concr Struct,141–60.
[20] Bazant Zdenek P, Xiang Yuyin. (1997) Size effect in compression fracture, splitting crack band propagation. J Eng Mech ASCE 123.2, 162–72.
[21] Kim, Jin-Ken, Seok-Hong Eo, and Hong-Kee Park.(1990) Size effect in concrete structures without initial crack. Special Publication 118 , 179-196.
[22] Bazant Zdenek P. Size effect in blunt fracture: concrete, rock, metal. J Eng Mech ASCE 110.4,1984,518–535.