Comparative prediction of axial pipe pile capacity using SVR, XGBoost, and neural networks

Accurately forecasting axial pile capacity remains a cornerstone challenge in geotechnical design because the empirical and semi-empirical equations that dominate practice often deviate widely from full scale load tests. To address this gap, we compiled a database of 546 instrumented load tests and adopted the Davisson Capacity as ground truth. Four mechanics-based traditional procedures ( FHWA, USACE, API, Revised Lambda ) were first applied to establish a realistic baseline, after which three machine learning (ML) models were trained on identical folds: support vector regression ( SVR ) as a base learner, extreme gradient boosting ( XGBoost ) as a boosted tree ensemble, and a multilayer perceptron ( MLP ). The MLP ’s depth, width, activation family, optimizer, learning rate schedule, batch size, dropout, L 1 /L 2 regularization, normalization strategy, kernel initializer, loss function, and gradient clipping threshold were exhaustively tuned with Optuna ’s Bayesian sampler under five-fold cross validation. Despite this intensive search, the optimized MLP could not produce a tangible improvement over XGBoost , while both MLP and XGBoost outperforming SVR and all four traditional methods.

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Publication Details

Journal
Geodata and AI.
Published
2025-12-01
DOI
https://doi.org/10.1016/j.geoai.2025.100049
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
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article

Comparative prediction of axial pipe pile capacity using SVR, XGBoost, and neural networks

Magued Iskander, Baturalp Öztürk
Geodata and AI.
Geotechnical Engineering and Soil Mechanics
article

Comparative prediction of axial pipe pile capacity using SVR, XGBoost, and neural networks

Magued Iskander, Baturalp Öztürk
article en

Abstract

Accurately forecasting axial pile capacity remains a cornerstone challenge in geotechnical design because the empirical and semi-empirical equations that dominate practice often deviate widely from full scale load tests. To address this gap, we compiled a database of 546 instrumented load tests and adopted the Davisson Capacity as ground truth. Four mechanics-based traditional procedures ( FHWA, USACE, API, Revised Lambda ) were first applied to establish a realistic baseline, after which three machine learning (ML) models were trained on identical folds: support vector regression ( SVR ) as a base learner, extreme gradient boosting ( XGBoost ) as a boosted tree ensemble, and a multilayer perceptron ( MLP ). The MLP ’s depth, width, activation family, optimizer, learning rate schedule, batch size, dropout, L 1 /L 2 regularization, normalization strategy, kernel initializer, loss function, and gradient clipping threshold were exhaustively tuned with Optuna ’s Bayesian sampler under five-fold cross validation. Despite this intensive search, the optimized MLP could not produce a tangible improvement over XGBoost , while both MLP and XGBoost outperforming SVR and all four traditional methods.

Geodata and AI.Vol. 6
Tân Tạo University (VN), New York University (US)
Openalex Percentile: Top 61%
Geotechnical Engineering and Soil Mechanics
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