Research Article

Prediction of Compressive Strength of Concrete and Rock Using an Elementary Instance-Based Learning Algorithm

Table 6

Prediction performances of individual models.

DatasetML techniqueRMSER2Literature

1Concrete compressive strength
ANN5.8670.993Chou & Pham [11]
CART7.8600.983
CHAID8.3070.980
MLR11.7350.961
GENLIN11.5960.962
SVM13.1450.950
4-NN (RepeatedCV)10.6930.808
4-NN (CV)10.7820.805
5-NN (LOOCV)10.8290.803

2Concrete compressive strength
ANN7.1040.832Chou & Pham [11]
CART7.3120.848
CHAID10.0400.699
MLR5.1610.917
GENLIN5.1630.917
SVM10.9540.726
7-NN (CV)7.4370.756
8-NN (RepeatedCV)7.5250.762
8-NN (LOOCV)7.7340.743

3Concrete compressive strength
ANN1.5480.987Chou & Pham [11]
CART1.8370.982
CHAID1.9940.979
MLR1.9960.979
GENLIN1.9960.980
SVM2.0120.981
Stepwise regression2.0200.956Ahmadi-Nedushan [38]
2-NN (LOOCV)1.7470.966
2-NN (CV)1.8340.967
2-NN (RepeatedCV)1.8560.965

4Rock compressive strength
ANNN/A0.921Teymen and Mengüç [27]
MRAN/A0.953
8-NN (CV)21.9540.896
9-NN (RepeatedCV)21.9560.899
9-NN (LOOCV)22.4760.887

5Granite compressive strength
ANN26.2030.804Jahed Armaghani et al. [13]
MRA13.8180.891
3-NN (CV)14.5090.885
3-NN (RepeatedCV)14.8670.872
3-NN (LOOCV)15.5760.862
Granite Young’s modulus
ANN21.0220.643Jahed Armaghani et al. [13]
MRA22.1920.596
7-NN (CV)21.8500.630
7-NN (RepeatedCV)21.8760.638
7-NN (LOOCV)22.6540.580

6Rock compressive strength
ANN7.580.96Jalali et al. [30]
MRA10.800.91Heidari et al. [33]
2-NN (LOOCV)10.3870.926
2-NN (RepeatedCV)10.4660.929
2-NN (CV)10.7580.927

Highlighted ones in bold denote the k-NN model and performance measure.