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International Journal of Concrete Structures and Materials

Table 2 Mixture proportions of plain specimen.

From: Experimental Investigation on the Blast Resistance of Fiber-Reinforced Cementitious Composite Panels Subjected to Contact Explosions

ID

W/B

Cement (kg/m3)

Fly-ash (kg/m3)

Water (kg/m3)

Coarse aggregate (kg/m3)

River sand (kg/m3)

Silica sand (kg/m3)

HRWR (kg/m3)a

NHC

0.3

533

–

160

948

750

–

4.3

NCC

0.4

960

169

452

–

–

395

0.0

  1. NHC non-fiber-reinforced high strength concrete, NCC non-fiber-reinforced cementitious composite.
  2. aHigh-range water reducer, target value of flow in NHC: 550 ± 50 mm, target value of flow in NCC: 170 ± 20 mm.
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