Table 2 Design matrix of raw material proportions of soil and rice husk ash (RHA).

From: Designing sustainable cement free compositions with rice husk ash to improve mechanical performance in next generation ecoblocks

Mixture ID

Soil (wt%)

RHA (wt%)

Number of samples

Experimental response

M1

85.7

14.3

2

• Compressive strength

• Young Modulus

• Yield stress

• Plastic work

M2

80.0

20.0

2

M3 (control)

100.0

0.0

2

M4

94.4

5.6

3

M5

83.1

16.9

1

M6

97.3

2.7

1

M7

87.9

12.1

1

M8

92.2

7.8

1

M9

90.0

10.0

1