Aug 2026· Journal of Marine Science and Engineering· 0 citations· 23 references
Abstract
Reliable prediction of monopile self-weight penetration depth is essential for drivability assessment and installation planning but remains challenging because of nonlinear pile–soil interaction and limited field data. This study compiles records from 143 large-diameter monopiles at five Chinese offshore wind farms and develops a framework combining physics-guided feature engineering, conventional machine learning, and a physics-regularized neural network (PRNN). Variable-length profiles were encoded using up to 10 actual stratigraphic layers, and raw geotechnical features were compared with API-derived unit shaft and tip resistances. Eight conventional models and the PRNN were evaluated on a representative 80:20 pile-level split; robustness was further assessed using 50 repeated splits, leave-one-site-out (LOSO) validation, and paired bootstrap analysis, with the API method as a mechanics-based baseline. On the representative split, XGBoost achieved the highest R2 (0.790), lowest RMSE (2.762 m), and lowest MAPE (12.49%), while Random Forest yielded the lowest MAE (2.268 m). A controlled matched-network ablation showed that equilibrium-based regularization moderately improved mean predictive accuracy and physical consistency. The framework is therefore promising for within-domain prediction, while cross-site application requires further validation.
The reliable prediction of axial load-settlement behavior of large-diameter drilled shafts during the conceptual design stage remains a challenging task in geotechnical engineering, primarily due to the limited availability of detailed site-specific parameters. This study introduces a novel application of physics-infor...
A. Ebid, K. Onyelowe, L. Elkadi et al.· Civil Engineering Journal· 0 citations
Accurate prediction of pile base resistance is essential for the safe and economical design of deep foundations, particularly in soft soils where load-transfer mechanisms are highly nonlinear and uncertain. This study develops a comparative, probabilistic, and interpretable machine learning framework for predicting pil...
Conventional empirical soil damping models often neglect strain-dependent, site-specific variability in heterogeneous alluvial deposits (sands, silts, gravels), leading to uncertainty in seismic bridge foundation design. This study develops a Random Forest (RF) model to predict strain-dependent damping from routine geo...
R. Singh, Sunil Thakur· Discover Civil Engineering· 0 citations