Advances in Civil Engineering / 2018 / Article / Tab 4

Research Article

Towards Sustainable Self-Compacting Concrete: Effect of Recycled Slag Coarse Aggregate on the Fresh Properties of SCC

Table 4

Mix proportions of normal concrete mixes.

Normal mixes, values in kg/m3
MixesWaterCement (OPC)Sand < 5 mmCoarse aggregate 5 to 12 mmMicrosilica (10% of cement)Admixture (litre)Water/binder ratio28-day compressive cube strength

Mix 118544099071044110.4051.5
Mix 21804609657354611.50.3853.6
Mix 31704909357554912.250.3458.4

The water in the admixture has been included.