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Table 2 Four initial mix designs with compression and slump flow tests results.

From: Evaluation of Mechanical Characteristics of High-Strength Reinforced Concrete Columns with Hexagonal Chicken Wire Mesh Under Cyclic Loading

No. Cement [g] W/C Superplasticizer (% of cement) Sand [g] Gravel [g] Fly ash [g] slump flow [cm] Compression strength [MPa]
A 520 0.347 0.921 900 500 200 51.30 78.80
B 520 0.435 0.512 900 500 200 82.30 47.80
C 520 0.395 0.854 1000 470 220 68.50 64.20
D 520 0.410 0.675 1000 470 220 79.50 54.50