Revisiting strain localization from the view of structured inhomogeneity

Strain localization in sandy geomaterials, particularly shear band formation, is influenced by loading conditions, boundary constraints, constitutive behavior, and initial inhomogeneity. Among these factors, the effect of inhomogeneity has often been inadequately represented in numerical studies, either through unstructured randomness or insufficient quantitative analysis across multiple realizations. This study revisits the problem by combining a systematic review of existing literature with extended simulations that emphasize the role of structured state fields. A conditional random field method is employed to generate spatially correlated void ratio distributions that reflect material heterogeneity. Simulations conducted under idealized boundary conditions and using a simple, void ratio-dependent constitutive model show that structured inhomogeneity alone can initiate and guide shear band development in ways consistent with experimental observations. Analysis from a dilatancy perspective reveals how spatial variation in void ratio governs the localization of volumetric strain and influences shear band’s evolution. To further interpret micromechanical mechanisms, two simplified modeling frameworks are introduced: one based on void ratio-dependent elasticity and another representing a two-element structural idealization. These approaches help clarify how micro-scale heterogeneity gives rise to macroscopic deformation patterns, even without advanced constitutive formulations. This study emphasizes that an accurate representation of initial state inhomogeneity is crucial for understanding strain localization and the resulting macroscopic behavior. Accordingly, this factor should be explicitly accounted for in both experimental interpretation and the development and calibration of constitutive models.

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Publication Details

Journal
Computers and Geotechnics
Published
2025-10-15
DOI
https://doi.org/10.1016/j.compgeo.2025.107694
Primary Topic
Geotechnical Engineering and Analysis
Type
article
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article

Revisiting strain localization from the view of structured inhomogeneity

Roberto Cudmani, Zhihui Wang
Computers and Geotechnics
Geotechnical Engineering and Analysis
article

Revisiting strain localization from the view of structured inhomogeneity

Roberto Cudmani, Zhihui Wang
article en

Abstract

Strain localization in sandy geomaterials, particularly shear band formation, is influenced by loading conditions, boundary constraints, constitutive behavior, and initial inhomogeneity. Among these factors, the effect of inhomogeneity has often been inadequately represented in numerical studies, either through unstructured randomness or insufficient quantitative analysis across multiple realizations. This study revisits the problem by combining a systematic review of existing literature with extended simulations that emphasize the role of structured state fields. A conditional random field method is employed to generate spatially correlated void ratio distributions that reflect material heterogeneity. Simulations conducted under idealized boundary conditions and using a simple, void ratio-dependent constitutive model show that structured inhomogeneity alone can initiate and guide shear band development in ways consistent with experimental observations. Analysis from a dilatancy perspective reveals how spatial variation in void ratio governs the localization of volumetric strain and influences shear band’s evolution. To further interpret micromechanical mechanisms, two simplified modeling frameworks are introduced: one based on void ratio-dependent elasticity and another representing a two-element structural idealization. These approaches help clarify how micro-scale heterogeneity gives rise to macroscopic deformation patterns, even without advanced constitutive formulations. This study emphasizes that an accurate representation of initial state inhomogeneity is crucial for understanding strain localization and the resulting macroscopic behavior. Accordingly, this factor should be explicitly accounted for in both experimental interpretation and the development and calibration of constitutive models.

Computers and GeotechnicsVol. 190
Technical University of Munich (DE)
Openalex Percentile: Top 64%
Geotechnical Engineering and Analysis
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