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International Journal of Concrete Structures and Materials

Table 5 Compressive strength of PC with varying contents of MWCNTs in MPa.

From: Improving Impact Resistance of Polymer Concrete Using CNTs

 

Neat

0.5 %

1.0 %

1.5 %

SP1

30.37

31.94

28.90

27.92

SP2

27.40

31.36

28.60

29.31

SP3

–

31.97

27.88

27.10

Mean ± SD

28.9 ± 2.1

31.8 ± 0.3

28.5 ± 0.5

28.1 ± 1.1

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