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.
Authors
- Magued Iskander (ORCID: https://orcid.org/0000-0001-8245-1451)
- Baturalp Öztürk
Institutions
- Tân Tạo University (VN)
- New York University (US)
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
- 0.00