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Table 5 Strengths of the control samples and the samples containing CNTs and/or SFs

From: Utilization of carbon nanotubes and steel fibers to improve the mechanical properties of concrete pavement

Concrete type

Compressive strength (MPa)

Tensile strength (MPa)

Flexure strength (MPa)

Control

25.06

2.32

9.18

0.050% CNTs

29.54

2.794

11.77

1% SF

29.59

2.92

14.62

0.050% CNTs + 1% SF

30.75

3.00

15.68