Table 2 Treatment Combination.

From: Performance evaluation and TiGRA-based multi-response optimization of sustainable fly ash-slag-based one-part alkali-activated concrete mix design

Factors

Levels

1

2

3

Binder ratio (FA: GGBS)

90:10

80:20

70:30

w/b

0.350

0.375

0.400

A/b (%)

10%

12%

14%

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