Undrained uplift capacity prediction of open-caisson anchors in anisotropic clays using XGBoost integrated with mutation-based genetic algorithms

This study evaluates the undrained uplift capacity of open-caisson anchors embedded in anisotropic clay using Finite Element Limit Analysis (FELA) and a hybrid machine learning framework. The FELA simulations investigate the influence of the radius ratio ( R/B ), anisotropy ratio ( r e ), interface roughness factor ( α ), and inclination angle ( β ). Specifically, the results reveal that increasing β significantly enhances N c , especially as soil behavior approaches isotropy. Higher α improves resistance at steeper inclinations by mobilizing greater interface shear. N c increases with r e , reflecting enhanced strength under isotropic conditions. To enhance predictive accuracy and generalization, a hybrid machine learning model was developed by integrating Extreme Gradient Boosting (XGBoost) with Genetic Algorithm (GA) and Mutation-Based Genetic Algorithm (MGA) for hyperparameter tuning. Among the models, MGA-XGBoost outperformed GA-XGBoost, achieving higher predictive accuracy (R 2 = 0.996 training, 0.993 testing). Furthermore, SHAP analysis consistently identified soil anisotropy ( r e ) as the most influential factor in predicting uplift capacity, followed by interface roughness ( α ), inclination angle ( β ), and radius ratio ( R/B ). The proposed framework serves as a scalable decision-support tool adaptable to various soil types and foundation geometries, offering a more efficient and data-driven approach to uplift-resistant design in anisotropic cohesive soils. • New limit state solutions of the undrained uplift capacity factor of open-caisson anchors embedded in anisotropic cohesive soils using finite element limit analysis (FELA) • Developing a hybrid Extreme Gradient Boosting (XGBoost) model by coupling with Genetic Algorithm (GA) and Mutation-Based Genetic Algorithm (MGA) • Employing SHAP analysis, performance metrics, and residual distribution to evaluate the performance of proposed machine learning models

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Publication Details

Journal
Artificial Intelligence in Geosciences
Published
2025-10-26
DOI
https://doi.org/10.1016/j.aiig.2025.100162
Citations
1
Primary Topic
Historical and Cultural Archaeology Studies
Type
article
Field-Weighted Citation Impact
11.35
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article

Undrained uplift capacity prediction of open-caisson anchors in anisotropic clays using XGBoost integrated with mutation-based genetic algorithms

1 citations
Artificial Intelligence in Geosciences
Historical and Cultural Archaeology Studies
11.35
article

Undrained uplift capacity prediction of open-caisson anchors in anisotropic clays using XGBoost integrated with mutation-based genetic algorithms

article en
1 citations

Abstract

This study evaluates the undrained uplift capacity of open-caisson anchors embedded in anisotropic clay using Finite Element Limit Analysis (FELA) and a hybrid machine learning framework. The FELA simulations investigate the influence of the radius ratio ( R/B ), anisotropy ratio ( r e ), interface roughness factor ( α ), and inclination angle ( β ). Specifically, the results reveal that increasing β significantly enhances N c , especially as soil behavior approaches isotropy. Higher α improves resistance at steeper inclinations by mobilizing greater interface shear. N c increases with r e , reflecting enhanced strength under isotropic conditions. To enhance predictive accuracy and generalization, a hybrid machine learning model was developed by integrating Extreme Gradient Boosting (XGBoost) with Genetic Algorithm (GA) and Mutation-Based Genetic Algorithm (MGA) for hyperparameter tuning. Among the models, MGA-XGBoost outperformed GA-XGBoost, achieving higher predictive accuracy (R 2 = 0.996 training, 0.993 testing). Furthermore, SHAP analysis consistently identified soil anisotropy ( r e ) as the most influential factor in predicting uplift capacity, followed by interface roughness ( α ), inclination angle ( β ), and radius ratio ( R/B ). The proposed framework serves as a scalable decision-support tool adaptable to various soil types and foundation geometries, offering a more efficient and data-driven approach to uplift-resistant design in anisotropic cohesive soils. • New limit state solutions of the undrained uplift capacity factor of open-caisson anchors embedded in anisotropic cohesive soils using finite element limit analysis (FELA) • Developing a hybrid Extreme Gradient Boosting (XGBoost) model by coupling with Genetic Algorithm (GA) and Mutation-Based Genetic Algorithm (MGA) • Employing SHAP analysis, performance metrics, and residual distribution to evaluate the performance of proposed machine learning models

Artificial Intelligence in GeosciencesVol. 6(2)
Thammasat University (TH), Shibaura Institute of Technology (JP), Kasetsart University (TH)
Openalex Percentile: Top 2%
Historical and Cultural Archaeology Studies
11.35
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