Skip to main content

Table 7 NC and SDC mixtures’ properties

From: Experimental Study of the Flexural Behaviour of RC Beams Made of Eco-friendly Sawdust Concrete and Strengthened by a Wooden Plate

Mechanical properties

NC

Average

STDV

SDC

Average

STDV

Sample (1)

Sample (2)

Sample (3)

Sample (1)

Sample (2)

Sample (3)

Slump value (mm)

21

19

20

20

1

10

11

10

10

0.58

Compressive stress (MPa)

29

32

31

31

1.5

17

20

20

19

1.7

Splitting tensile stress (MPa)

5

4

4

4

0.6

2

2

3

2

0.6