Table 1 Mixture proportions of different UHPC types used in this study.

From: Compressive strength and maturity of UHPC cubes and cylinders: new conversion factors and recommendations for early-age quality control

Constituents by weight (kg/m3)

UHPC Type

Type A

Type B

Type C

Type D

Type E

A

B1

B2

C1

C2

D

E1

E2

1% SFs

1% SFs

2% SFs

1% SFs

2% SFs

2% SFs

2% SFs wo/acc

2% SFs w/ acc

Fine masonry sand

1166.4

-

-

-

-

800.9

-

-

Silica fumes

116.6

-

-

-

-

-

-

-

Slag

349.9

-

-

-

-

-

-

-

Type I Cement

699.8

-

-

-

-

752.8

-

-

Superplasticizer

13.1

9.8

9.8

-

-

36.1

29.8

29.8

Steel fibers

78.5

78.5

157.0

78.9

156.6

157.2

156.5

156.5

Corrosion Inhibitor

-

-

-

-

-

13.5

-

-

Workability admix.

-

-

-

-

-

47.3

-

-

Water

233.3

118.5

118.5

162.6

161.0

144.2

101.9

101.9

Dry premix

-

2135.8

2135.8

2323.3

2299.5

640.7

2184.3

2299.5

Ice

-

79.0

79.0

-

-

-

-

-

Accelerator

-

-

-

23.3

23.0

-

 

7.3

Add. wet premix

-

-

-

13.3

13.2

-

-

-

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