Summary The coefficient of compressibility of lateritic clays is central to settlement analysis and foundation design, yet rapid assessment is hampered by their paradoxical combination of high plasticity and low-to-medium compressibility. A Bayesian Optimization with HyperBand (BOHB)-optimized stacking ensemble (CatBoost-XGBoost-LightGBM + ElasticNet) predicts this coefficient from basic physical indices using 454 datasets from Guilin, China. The model achieves a test R2 of 0.9692 and RMSE of 0.0183 MPa−1, outperforming all individual base models. SHAP and partial dependence analyses reveal that liquidity index and water content dominate the prediction, accounting for over 95% of feature importance, with their synergistic elevation as the primary driver of high compressibility. Spatial cross-validation yields a mean test R2 of 0.9415, and Monte Carlo simulation confirms robustness: 80% of samples yield a 90% confidence interval width below 0.05 MPa−1. This framework enables rapid, reliable compressibility assessment for lateritic clays.
Uniaxial compressive strength (UCS) is critical for geotechnical design, yet conventional testing is costly and empirical formulas fail to adequately capture inherent nonlinearities. This study proposes an interpretable predictive framework that combines a two-stage heterogeneous stacking ensemble with SHapley Additi...
Xiang-Sheng Zheng, Yan Zhang, Zhi-Long Zhang et al.· Frontiers in Earth Science· 0 citations
Chemical stabilization is widely used to improve soft soils for road embankments and transportation subgrades in soft-ground regions. However, predicting their unconfined compressive strength (UCS) remains difficult because strength development depends on coupled effects of soil plasticity, compaction, binder compositi...
Quynh-Anh Thi Bui, Son Hoang Trinh, Khoa Minh Nguyen· Journal of engineering and a...· 0 citations
Red clay, inherently high in liquid limit and plasticity, is unsuitable for direct subgrade construction, making green soil stabilization a critical demand for sustainable transportation infrastructure. Lignosulfonate (LS), a by-product of the papermaking industry, exhibits broad prospects for red clay stabilization. T...
Hong-Yan Ma, Han Cao, Cheng-Lin Pei et al.· Canadian geotechnical journa...· 0 citations
Abstract Atterberg-limit testing is fundamental to geotechnical characterization, although the number of determinations may be limited in routine infrastructure investigations by the available testing programme. This study applies and validates previously established regional regression relationships for predicting the...
Gabriela Mariana Dragomir, M. Roca, I. Mircea et al.· Mining Revue· 0 citations
An improved black-winged kite algorithm is employed to optimize eXtreme Gradient Boosting (XGBoost) for establishing a dynamic modulus prediction model that facilitates fiber screening and the intelligent refined design of pavement materials.
A hybrid residual correction framework that integrates a physics-based carbonation model with a stacked ensemble of machine learning algorithms: gradient boosted regression trees (GBRT), support vector regression (SVR), and Gaussian process regression (GPR), combined through an XGBoost metamodel, demonstrating that the...
Ankit Rai, Umesh Kumar Sharma, R. Ball· Journal of materials in civi...· 0 citations
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