Comparative Development of Engineering Predictive Models for the Deformation Modulus of Granular Materials Based on Triaxial Compression Data

Accurate prediction of the deformation modulus of granular materials is important for engineering analysis, but the coupled effects of material state, particle size, and frictional resistance are difficult to represent using a single empirical relationship. This study comparatively evaluates engineering predictive models using an experimental triaxial-compression database reported in a companion study accepted for publication, comprising 25 experimentally realized material states and 75 replicate deformation-modulus measurements. Five representative granular materials were used to establish the investigated property ranges. Bulk density ρ, equivalent particle diameter deq, and internal friction angle φ were used as quantitative predictors. A Protodyakonov multifactor formulation provided the engineering baseline, with R = 0.9029, R2 = 0.4481, and RMSE = 6.39 MPa. Among four predefined analytical formulations, the four-parameter multiplicative power-law Model 1 achieved R2 = 0.8769, RMSE = 3.02 MPa. The complete quadratic response-surface model provided the strongest calibration fit R2 = 0.9129, RMSE = 2.54 MPa, whereas sequential removal of the \(d_{eq}^2\) and φ2 terms produced an eight-coefficient reduced model with R2 = 0.9046, RMSE = 2.66 MPa. Leave-one-out cross-validation changed the model ranking: Model 1 provided the lowest cross-validated error \(R_{\mathrm{CV}}^2\) = 0.8304, RMSECV = 3.54 MPa, followed by the additive linear model 4.06 MPa, reduced model 4.22 MPa, and complete quadratic model 5.10 MPa. Nested validation of the complete model-selection procedure yielded \(R_{\mathrm{CV}}^2\) = 0.7263, and RMSE = 4.50 MPa. The results demonstrate that nonlinear and interaction terms improve calibration of the response surface, but greater model complexity does not necessarily improve prediction for a small, non-orthogonal database. The proposed comparison provides a reproducible basis for balancing calibration accuracy, model complexity, interpretability, and cross-validated predictive performance within the investigated material-state and loading domain.

Authors

Institutions

Publication Details

Journal
Eng—Advances in Engineering
Published
2026-10-05
DOI
https://doi.org/10.3390/eng7100522
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Comparative Development of Engineering Predictive Models for the Deformation Modulus of Granular Materials Based on Triaxial Compression Data

G.S. Shaikhova, Saule Kazhikenova
Eng—Advances in Engineering
Geotechnical Engineering and Soil Mechanics
article

Comparative Development of Engineering Predictive Models for the Deformation Modulus of Granular Materials Based on Triaxial Compression Data

G.S. Shaikhova, Saule Kazhikenova
article en

Abstract

Accurate prediction of the deformation modulus of granular materials is important for engineering analysis, but the coupled effects of material state, particle size, and frictional resistance are difficult to represent using a single empirical relationship. This study comparatively evaluates engineering predictive models using an experimental triaxial-compression database reported in a companion study accepted for publication, comprising 25 experimentally realized material states and 75 replicate deformation-modulus measurements. Five representative granular materials were used to establish the investigated property ranges. Bulk density ρ, equivalent particle diameter deq, and internal friction angle φ were used as quantitative predictors. A Protodyakonov multifactor formulation provided the engineering baseline, with R = 0.9029, R2 = 0.4481, and RMSE = 6.39 MPa. Among four predefined analytical formulations, the four-parameter multiplicative power-law Model 1 achieved R2 = 0.8769, RMSE = 3.02 MPa. The complete quadratic response-surface model provided the strongest calibration fit R2 = 0.9129, RMSE = 2.54 MPa, whereas sequential removal of the \(d_{eq}^2\) and φ2 terms produced an eight-coefficient reduced model with R2 = 0.9046, RMSE = 2.66 MPa. Leave-one-out cross-validation changed the model ranking: Model 1 provided the lowest cross-validated error \(R_{\mathrm{CV}}^2\) = 0.8304, RMSECV = 3.54 MPa, followed by the additive linear model 4.06 MPa, reduced model 4.22 MPa, and complete quadratic model 5.10 MPa. Nested validation of the complete model-selection procedure yielded \(R_{\mathrm{CV}}^2\) = 0.7263, and RMSE = 4.50 MPa. The results demonstrate that nonlinear and interaction terms improve calibration of the response surface, but greater model complexity does not necessarily improve prediction for a small, non-orthogonal database. The proposed comparison provides a reproducible basis for balancing calibration accuracy, model complexity, interpretability, and cross-validated predictive performance within the investigated material-state and loading domain.

Eng—Advances in EngineeringVol. 7(10)
Abylkas Saginov Karaganda Technical University (KZ)
Openalex Percentile: Top 17%
Geotechnical Engineering and Soil Mechanics
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.