Table 5 Durability performance indicators for control and nano-modified concretes.

From: Optimizing nanomaterial dosages in concrete for structural applications using experimental design techniques

Mix ID

RCPT Charge

(Coulombs)

Water absorption

(%)

Sulfate resistance

(% strength retained)

Control

3000

5.0

80

NS-1%

2000

4.2

88

NS-2%

1000

3.0

95

NS-3%

1200

3.5

93

NA-1%

1500

3.5

90

NA-2%

1800

3.8

92

NA-3%

2000

4.0

88

GO-0.05%

2500

4.5

85

GO-0.10%

1200

3.2

97

GO-0.15%

1300

3.3

95