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Table 2 Mix proportions of C30 concrete/(kg m−3).

From: An Experimental Study of Shear Resistance for Multisize Polypropylene Fiber Concrete Beams

Specimen no. Fiber type Cement Sand Stone Water Sand ratio (%) Fiber content Water reducer (%)
A0 None 380 701 1144 175 38 0 1
A1 CF1 380 701 1144 175 38 6.0 1
A2 FF1 + FF2 + CF1 380 701 1144 175 38 0.6 + 0.6 + 4.8 1