Research Article
Prediction of Compressive Strength of Concrete and Rock Using an Elementary Instance-Based Learning Algorithm
Table 6
Prediction performances of individual models.
| Dataset | ML technique | RMSE | R2 | Literature |
| 1 | Concrete compressive strength | ANN | 5.867 | 0.993 | Chou & Pham [11] | CART | 7.860 | 0.983 | CHAID | 8.307 | 0.980 | MLR | 11.735 | 0.961 | GENLIN | 11.596 | 0.962 | SVM | 13.145 | 0.950 | 4-NN (RepeatedCV) | 10.693 | 0.808 | 4-NN (CV) | 10.782 | 0.805 | 5-NN (LOOCV) | 10.829 | 0.803 |
| 2 | Concrete compressive strength | ANN | 7.104 | 0.832 | Chou & Pham [11] | CART | 7.312 | 0.848 | CHAID | 10.040 | 0.699 | MLR | 5.161 | 0.917 | GENLIN | 5.163 | 0.917 | SVM | 10.954 | 0.726 | 7-NN (CV) | 7.437 | 0.756 | 8-NN (RepeatedCV) | 7.525 | 0.762 | 8-NN (LOOCV) | 7.734 | 0.743 |
| 3 | Concrete compressive strength | ANN | 1.548 | 0.987 | Chou & Pham [11] | CART | 1.837 | 0.982 | CHAID | 1.994 | 0.979 | MLR | 1.996 | 0.979 | GENLIN | 1.996 | 0.980 | SVM | 2.012 | 0.981 | Stepwise regression | 2.020 | 0.956 | Ahmadi-Nedushan [38] | 2-NN (LOOCV) | 1.747 | 0.966 | 2-NN (CV) | 1.834 | 0.967 | 2-NN (RepeatedCV) | 1.856 | 0.965 |
| 4 | Rock compressive strength | ANN | N/A | 0.921 | Teymen and Mengüç [27] | MRA | N/A | 0.953 | 8-NN (CV) | 21.954 | 0.896 | 9-NN (RepeatedCV) | 21.956 | 0.899 | 9-NN (LOOCV) | 22.476 | 0.887 |
| 5 | Granite compressive strength | ANN | 26.203 | 0.804 | Jahed Armaghani et al. [13] | MRA | 13.818 | 0.891 | 3-NN (CV) | 14.509 | 0.885 | 3-NN (RepeatedCV) | 14.867 | 0.872 | 3-NN (LOOCV) | 15.576 | 0.862 | Granite Young’s modulus | ANN | 21.022 | 0.643 | Jahed Armaghani et al. [13] | MRA | 22.192 | 0.596 | 7-NN (CV) | 21.850 | 0.630 | 7-NN (RepeatedCV) | 21.876 | 0.638 | 7-NN (LOOCV) | 22.654 | 0.580 |
| 6 | Rock compressive strength | ANN | 7.58 | 0.96 | Jalali et al. [30] | MRA | 10.80 | 0.91 | Heidari et al. [33] | 2-NN (LOOCV) | 10.387 | 0.926 | | 2-NN (RepeatedCV) | 10.466 | 0.929 | | 2-NN (CV) | 10.758 | 0.927 | |
|
|
Highlighted ones in bold denote the k-NN model and performance measure.
|