Table 3 Five new test data-points with various w/c ratios to evaluate the effect of this parameter on the tensile strength and examine the performance of machine learning techniques.
Cement content (kg/m3) | w/c ratio | Fine aggregate (kg/m3) | Coarse aggregate (kg/m3) | Nano-clay (%) | Basalt fiber (%) | Carbon nanotubes (%) | Geopolymer binder (%) | Curing time (days) | Superplasticizer (%) |
---|---|---|---|---|---|---|---|---|---|
350 | 0.2 | 750 | 1000 | 2.5 | 1.5 | 0.5 | 15 | 14 | 1 |
350 | 0.3 | 750 | 1000 | 2.5 | 1.5 | 0.5 | 15 | 14 | 1 |
350 | 0.4 | 750 | 1000 | 2.5 | 1.5 | 0.5 | 15 | 14 | 1 |
350 | 0.5 | 750 | 1000 | 2.5 | 1.5 | 0.5 | 15 | 14 | 1 |
350 | 0.6 | 750 | 1000 | 2.5 | 1.5 | 0.5 | 15 | 14 | 1 |