Artificial Intelligence Applied to Soil Compaction Control for the Light Dynamic Penetrometer Method

Rojas-Vivanco, J; Garcia J.; Villavicencio G.; Benz, M; Herrera A.; Breul, P; Varas G.; Moraga P.; Gornall, J; Pinto H.

Keywords: soils, machine learning, compaction control, dynamic penetrometer

Abstract

Compaction quality control in earthworks and pavements still relies mainly on density-based acceptance referenced to laboratory Proctor tests, which are costly, time-consuming, and spatially sparse. Lightweight dynamic cone penetrometer (LDCP) provides rapid indices, such as (Formula presented.) and (Formula presented.), yet acceptance thresholds commonly depend on ad hoc, site-specific calibrations. This study develops and validates a supervised machine learning framework that estimates (Formula presented.), (Formula presented.), and (Formula presented.) directly from readily available soil descriptors (gradation, plasticity/activity, moisture/state variables, and GTR class) using a multi-campaign dataset of (Formula presented.) observations. While the framework does not remove the need for the standard soil characterization performed during design (e.g., W, (Formula presented.), and (Formula presented.)), it reduces reliance on additional LDCP calibration campaigns to obtain device-specific reference curves. Models compared under a unified pipeline include regularized linear baselines, support vector regression, Random Forest, XGBoost, and a compact multilayer perceptron (MLP). The evaluation used a fixed 80/20 train–test split with 5-fold cross-validation on the training set and multiple error metrics ((Formula presented.), RMSE, MAE, and MAPE). Interpretability combined SHAP with permutation importance, 1D partial dependence (PDP), and accumulated local effects (ALE); calibration diagnostics and split-conformal prediction intervals connected the predictions to QA/QC decisions. A naïve GTR-average baseline was added for reference. Computation was lightweight. On the test set, the MLP attained the best accuracy for (Formula presented.) ((Formula presented.), RMSE (Formula presented.)), with XGBoost close behind ((Formula presented.), RMSE (Formula presented.)). Paired bootstrap contrasts with Holm correction indicated that the MLP–XGBoost difference was not statistically significant. Explanations consistently highlighted density- and moisture-related variables ((Formula presented.), (Formula presented.), and W) as dominant, with gradation/plasticity contributing second-order adjustments; these attributions are model-based and associational rather than causal. The results support interpretable, computationally efficient surrogates of LDCP indices that can complement density-based acceptance and enable risk-aware QA/QC via conformal prediction intervals. © 2025 by the authors.

Más información

Título según WOS: Artificial Intelligence Applied to Soil Compaction Control for the Light Dynamic Penetrometer Method
Título según SCOPUS: Artificial Intelligence Applied to Soil Compaction Control for the Light Dynamic Penetrometer Method
Título de la Revista: Mathematics
Volumen: 13
Número: 21
Editorial: Multidisciplinary Digital Publishing Institute (MDPI)
Fecha de publicación: 2025
Idioma: English
DOI:

10.3390/math13213359

Notas: ISI, SCOPUS