Table 2 The maximum, average, and minimum experimental results of the conducted tests (developed by author, 2023).

From: The effect of using data palm waste fibers in plain concrete mixture by comparing three pre-treatment techniques

Curing

Value

Slump | mm

Unit weight |1 sample | Kg

Absorption |2 samples | %

Compressive strength | 6 samples | MPa

Modulus of rupture | 3 samples | Pa

Lateral strength| 3 samples | 2Pavg /πøL (Pa)

Thermal conductivity| 1 sample | C°

7 DAYS

Max

M6

10

B4

2.4

M8

3.8

M8

27.4

 

Ave

M4/B4

50

C4

2.4

B4/B6

5.9

M6

23.9

Min

C8

105

M6

2.4

C4/C8

8.1

C8

8.3

28 DAYS

Max

 

B8

5

B8

37.6

B4

9.95

C6

3.97

C4

3.5

Ave

M4/M6

5.8

M4

31.6

M6

6.6

M6

3.06

B6

5.2

Min

B4

7.6

C4

14.6

M8

4.35

C4

1.56

M8/B8

6.3