Table 3 Experimental trial mixes with factors and levels.

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

Trial ID

Binder ratio

w/b

A/b

T1

90:10

0.350

10

T2

90:10

0.375

12

T3

90:10

0.400

14

T4

80:20

0.350

12

T5

80:20

0.375

14

T6

80:20

0.400

10

T7

70:30

0.350

14

T8

70:30

0.375

10

T9

70:30

0.400

12

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