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Table 7 Optimized model verification for experimental and predicted responses

From: Optimizing biochar-based geopolymer composites for enhanced water resistance in asphalt mixes: an experimental, microstructural, and multi-objective analysis

Input factors

Response

Model predicted

Experimental

Error (%)

 

BSD (g/cm3)

2.445

2.542

3.97

 

AV (%)

4.28

4.13

3.51

Asphalt binder = 4.56

VFA (%)

78.43

75.21

4.11

 

VMA (%)

16.07

15.43

3.98

 

Marshall stability (kN)

14.62

14.09

3.63

BGC content = 2.72

Marshall flow (mm)

2.897

3.02

4.25

 

ITSR (%)

91.43

94.79

3.68

 

Average error (%)

3.88