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International Journal of Concrete Structures and Materials

Table 2 Concrete mix proportion

From: Experimental and MCFT-Based Study on Steel Fiber-Reinforced Concrete Subjected to In-Plane Shear Forces

Material

Proportion

Cement (ASTM type III)

1

Fly ash (Class C)

0.875

Fine aggregate

2.2

Coarse aggregate

1.2

Water

0.8

Superplasticizer (SP)

0.005

Viscosity modifying admixtures (VMA)

0.038

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