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Table 2 Concrete mix proportions of 1.0 m3.

From: Alternatives to Enhance Flat Slab Ductility

Ingredient

Cement (kg)

Fine aggregate (m3)

Coarse aggregate (m3)

Water (kg)

 

350

0.4

0.8

250

Different ratio of polymer fiber on specimen S2 and S3

 

Cement (kg)

Cement per specimen (kg)

Fiber per specimen

S2

350

103

0.2% = 206 g

S3

350

103

0.3% = 309 g