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[1] A.C. Institute, Self-consolidating Concrete, in, ACI Committee 237R-07, 2007, pp. p. 30.

[2] EFNARC, Specification and Guidelines for Self-Compacting Concrete, Rep. from EFNARC, 44 (2002) 32.

[3] T.L.H. Nguyen, N. Roussel, P. Coussot, Correlation between L-box test and rheological parameters of a homogeneous yield stress fluid, Cement and Concrete Research, 36(10) (2006) 1789-1796.

[4] H. Lashkarbolouk, M.R. Chamani, A.M. Halabian, A.R. Pishehvar, Viscosity evaluation of SCC based on flow simulation in the L-box test, Magazine of Concrete Research, 65(6) (2013) 365-376.

[5] M. Hosseinpoor, K.H. Khayat, A. Yahia, Numerical simulation of self-consolidating concrete flow as a heterogeneous material in L-Box set-up: Effect of rheological parameters on flow performance, Cement and Concrete Composites, 83 (2017) 290-307.

[6] L.N. Thrane, Form filling with self-compacting concrete, Danish technological institute, 2007.

[7] N. Roussel, M.R. Geiker, F. Dufour, L.N. Thrane, P. Szabo, Computational modeling of concrete flow: General overview, Cement and Concrete Research, 37(9) (2007) 1298-1307.

[8] J. Yammine, M. Chaouche, M. Guérinet, M. Moranville, N. Roussel, From ordinary rhelogy concrete to self compacting concrete: A transition between frictional and hydrodynamic interactions, Cement and Concrete Research, 38 (2008) 890-896.

[9] N. Roussel, A. Gram, M. Cremonesi, L. Ferrara, K. Krenzer, V. Mechtcherine, S. Shyshko, J. Skocec, J. Spangenberg, O. Svec, L.N. Thrane, K. Vasilic, Numerical simulations of concrete flow: A benchmark comparison, Cement and Concrete Research, 79 (2016) 265-271.

[10] L. Shen, L. Struble, D. Lange, Modeling dynamic segregation of self-consolidating concrete, ACI Materials Journal, 106(4) (2009) 375.

[11] J. Spangenberg, N. Roussel, J.H. Hattel, H. Stang, J. Skocek, M.R. Geiker, Flow induced particle migration in fresh concrete: Theoretical frame, numerical simulations and experimental results on model fluids, Cement and Concrete Research, 42(4) (2012) 633-641.

[12] M.C.S. Nepomuceno, L.A. Pereira-de-Oliveira, S.M.R. Lopes, R.M.C. Franco, Maximum coarse aggregate’s volume fraction in self-compacting concrete for different flow restrictions, Construction and Building Materials, 113 (2016) 851-856.

[13] Y. Ammar, K.H. Kamal, S. Mohammed, Statistical modelling of the coupled effect of mix design and rebar spacing on restricted flow characteristics of SCC, Construction and Building Materials, 37 (2012) 699-706.

[14] J. Spangenberg, N. Roussel, J.H. Hattel, E.V. Sarmiento, G. Zirgulis, M.R. Geiker, Patterns of gravity induced aggregate migration during casting of fluid concretes, Cement and Concrete Research, 42(12) (2012) 1571-1578.

[15] E. Ramyar, G. Cusatis, Discrete Fresh Concrete Model for Simulation of Ordinary, Self-Consolidating, and Printable Concrete Flow, Journal of Engineering Mechanics, 148(2) (2022) 04021142.

[15] Y. Vanhove, C. Djelal, Friction mechanisms of fresh concrete under pressure, Int J Civil Eng Technol (IJCIET), 4(6) (2013) 67-81.

[16] M.S. Phadke, Quality Engineering Using Robust Design, Prentice Hall PTR, 1995.

[17] R.J. Davis, P, Application of Taguchi-Based Design of Experiments for Industrial Chemical Processes, In Statistical Approaches With Emphasis on Design of Experiments Applied to Chemical Processes,  (2018).

[18] G.a.K. Taguchi, S, Taguchi Methods Orthogonal Arrays and Linear Graphs: Tools for Quality Engineering, American Supplier Institute, Dearborn, Michigan, 1987.