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International Journal of Concrete Structures and Materials

Table 1 Mix proportion

From: Effect of Fiber Orientation on the Fatigue Behavior of Steel Fiber-Reinforced Concrete Specimens by Performing Wedge Splitting Tests and Computed Tomography Scanning

Materials (kg/m3)

Mix proportion

Cement

400

Fine aggregate

800

Coarse aggregate

1080

Nanosilica

6

Water

125

Superplasticizer

14

Steel fibers

150

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