Performance analysis of Gradient Boosting Regressor using K-fold and group K-fold for predicting permanent deformation in tropical soils

This study conducts a comparative analysis of k-fold and group k-fold cross-validation techniques for predicting permanent deformation in tropical soils using the Gradient Boosting Regressor (GBR). Using a dataset of 26 Brazilian soil samples, subjected to repeated load triaxial tests, gradation, compaction, and Miniature, Compacted Tropical (MCT) classification analyses, we developed two predictive models: GBR with k-fold and GBR with group k-fold. Data were divided 5into training (80%) and testing (20%) sets, with a 10-fold scheme for hyperparameter optimization, 6training, and validation. Results showed that k-fold induced overfitting, negatively affecting test set generalization (R2= 0.7163, RMSEtest = 0.4070). In contrast, group k-fold demonstrated robust performance (R2= 0.9060, RMSEtest = 0.2342). Feature importance analysis revealed that test considering groups of correlated observations alters variable importance. Variables σd, γdmax , d′, and e′ were consistently important, while OMC and σ3 gained relevance in the group k-fold model. Thus, group k-fold is recommended for scenarios with correlated observations to enhance model generalization. The GBR model with group k-fold successfully predicted the permanent deformation of tropical soils.

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Publication Details

Journal
Journal of Materials Research and Technology
Published
2026-01-01
DOI
https://doi.org/10.1016/j.jmrt.2025.12.152
Citations
1
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
19.37
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article

Performance analysis of Gradient Boosting Regressor using K-fold and group K-fold for predicting permanent deformation in tropical soils

Francisco Michael Gonçalves Saraiva, Orivalde Soares da Silva Júnior, Lisley Madeira Coelho, Antônio Carlos Rodrigues Guimarães
1 citations
Journal of Materials Research and Technology
Geotechnical Engineering and Soil Mechanics
19.37
article

Performance analysis of Gradient Boosting Regressor using K-fold and group K-fold for predicting permanent deformation in tropical soils

Francisco Michael Gonçalves Saraiva, Orivalde Soares da Silva Júnior, Lisley Madeira Coelho, Antônio Carlos Rodrigues Guimarães
article en
1 citations

Abstract

This study conducts a comparative analysis of k-fold and group k-fold cross-validation techniques for predicting permanent deformation in tropical soils using the Gradient Boosting Regressor (GBR). Using a dataset of 26 Brazilian soil samples, subjected to repeated load triaxial tests, gradation, compaction, and Miniature, Compacted Tropical (MCT) classification analyses, we developed two predictive models: GBR with k-fold and GBR with group k-fold. Data were divided 5into training (80%) and testing (20%) sets, with a 10-fold scheme for hyperparameter optimization, 6training, and validation. Results showed that k-fold induced overfitting, negatively affecting test set generalization (R2= 0.7163, RMSEtest = 0.4070). In contrast, group k-fold demonstrated robust performance (R2= 0.9060, RMSEtest = 0.2342). Feature importance analysis revealed that test considering groups of correlated observations alters variable importance. Variables σd, γdmax , d′, and e′ were consistently important, while OMC and σ3 gained relevance in the group k-fold model. Thus, group k-fold is recommended for scenarios with correlated observations to enhance model generalization. The GBR model with group k-fold successfully predicted the permanent deformation of tropical soils.

Journal of Materials Research and TechnologyVol. 40
Military Institute of Engineering (BR)
Life in Land
Openalex Percentile: Top 3%
Geotechnical Engineering and Soil Mechanics
19.37
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Performance analysis of Gradient Boosting Regressor using K-fold and group K-fold for predicting permanent deformation in tropical soils — Francisco Michael Gonçalves Saraiva, Orivalde Soares da Silva Júnior, et al. · Journal of Materials Research and Technology (2026) | TGRS Research Map | TGRS