Research Article
Prediction of the Mechanical Properties of Fibre-Reinforced Quarry Dust Concrete Using Response Surface and Artificial Neural Network Techniques
Table 2
Combinations obtained from RSM model.
| | Mix designation | Jute fibres (%) | Coconut fibres (%) | Quarry dust (%) | Fibre length (mm) | Coarse aggregate (kg/m3) | Fine aggregate (kg/m3) | Cement (kg/m3) |
| | JCQD01 | 0 | 1.25 | 0 | 50 | 1214.268 | 642.576 | 359.210 | | JCQD02 | 1.25 | 1.25 | 12.5 | 50 | 1214.268 | 642.576 | 399.125 | | JCQD03 | 1.25 | 2.5 | 0 | 50 | 1214.268 | 642.576 | 399.125 | | JCQD04 | 1.25 | 1.25 | 12.5 | 50 | 1214.268 | 642.576 | 399.125 | | JCQD05 | 2.5 | 2.5 | 12.5 | 50 | 1214.268 | 642.576 | 379.170 | | JCQD06 | 2.5 | 1.25 | 25 | 50 | 1214.268 | 642.576 | 379.170 | | JCQD07 | 0 | 0 | 12.5 | 50 | 1214.268 | 642.576 | 379.170 | | JCQD08 | 0 | 2.5 | 12.5 | 50 | 1214.268 | 642.576 | 399.125 | | JCQD09 | 1.25 | 0 | 0 | 50 | 1214.268 | 642.576 | 359.210 | | JCQD10 | 1.25 | 1.25 | 12.5 | 50 | 1214.268 | 642.576 | 379.170 | | JCQD11 | 0 | 1.25 | 25 | 50 | 1214.268 | 642.576 | 379.170 | | JCQD12 | 1.25 | 0 | 25 | 50 | 1214.268 | 642.576 | 359.210 | | JCQD13 | 1.25 | 2.5 | 25 | 50 | 1214.268 | 642.576 | 379.170 | | JCQD14 | 2.5 | 1.25 | 0 | 50 | 1214.268 | 642.576 | 379.170 | | JCQD15 | 2.5 | 0 | 12.5 | 50 | 1214.268 | 642.576 | 359.210 |
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