Advances in Civil Engineering / 2014 / Article / Tab 2

Research Article

Flexural Toughness Properties of Reinforced Steel Fibre Incorporated Alkali Activated Slag Concrete

Table 2

Mixture proportions adopted for the production of geopolymer concrete.

Mix ID Concrete mix proportions B/AG ratio F/C ratio AC/B ratio Relative composition of ingredients for
a given volume of concrete (%)
Slag binder (Kg/m3)Fine aggregate (Kg/m3)Coarse aggregate (Kg/m3) Water (lit/m3)Activator dosage (molarity/ratio)
GGBSFine aggregateCoarse aggregateWater (%)Na2SiO3 /NaOHNaOH (M)NaOH (Kg/m3)Na2SiO3 (Kg/m3)

GC11 : 0.63 : 1.630.440.380.327.9017.5045.609.0669.64201094.421612103.680
GC21 : 0.63 : 1.630.440.380.327.9017.5045.609.0669.64201094.42161.5869.12103.68
GC31 : 0.9 : 1.840.360.490.324.7022.3045.507.5592.8535.210921801286.40
GC41 : 0.9 : 1.840.360.490.324.7022.3045.507.5592.8535.210921801.5857.686.4
GC51 : 1.43 : 2.310.270.620.319.8028.4045.806475.2681.61099.21441269.120
GC61 : 1.43 : 2.310.270.620.319.8028.4045.806475.2681.61099.21441.5846.0869.12