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Table 4 Results of pairwise post-hoc analysis using Holm’s test

From: Comparative Analysis of Gradient-Boosting Ensembles for Estimation of Compressive Strength of Quaternary Blend Concrete

Comparison

Statistic

Adjusted p value

Null hypothesis

R2

GBR vs CBT

8.43469

0.00000

Rejected

LGBM vs CBT

5.90936

0.00000

Rejected

XGB vs CBT

5.69224

0.00000

Rejected

XGB vs GBR

2.74245

0.01829

Rejected

LGBM vs GBR

2.52533

0.02312

Rejected

LGBM vs XGB

0.21712

0.82811

Accepted

RMSE

GBR vs CBT

8.63897

0.00000

Rejected

LGBM vs CBT

6.07266

0.00000

Rejected

XGB vs CBT

5.92649

0.00000

Rejected

XGB vs GBR

2.71248

0.02003

Rejected

LGBM vs GBR

2.56631

0.02056

Rejected

LGBM vs XGB

0.14617

0.88378

Accepted