Table 5 Apparent chloride diffusion coefficient at 28 days for SCC mixtures.

From: Life cycle sustainability assessment of eco-friendly self-consolidating concretes using expert insights from the construction industry

No.

Mix design

DRCMT

(m²/s × 10⁻¹²)

DRCMT (mm²/year)

Standard Deviation of DRCMT (mm²/year)

1

CTL

16.8

530

110

2

SF5

10.6

334

70

3

SF10

7.6

240

50

4

SF15

4.6

145

30

5

GS20

14.2

448

95

6

GS30

13.2

416

85

7

GS40

14.4

454

95

8

MK10

5.4

170

35

9

MK15

3.1

98

20

10

MK20

2.1

66

15

11

PU10

18.7

590

120

12

PU20

17.0

536

110

13

PU30

14.2

448

95