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Mechanical Properties Of Steel Fibres Reinforced Concrete

Table 2: Slump test result

Percentage of Steel Fibre % Concrete Grade Concrete Design(cement: sand: aggregates) Water-cement ratio Slump (mm) Type of slump Workability
0 % 25 1:1:3 0.50 175 Shear High
1 % 25 1:1:3 0.50 160 Shear High
3 % 25 1:1:3 0.50 130 True Medium
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