Micromechanical Analysis and Theoretical Modelling of Non‐Orthogonal Plastic Flow for Sand

ABSTRACT A systematic study on the non‐orthogonal plastic flow of sand is conducted using discrete element modelling, where particles representing the shapes of Toyoura sand are used, enabling the quantitative prediction of material behaviour in triaxial compression. The direction of plastic strain increment obtained by stress probing is analysed with respect to the normal to memory surfaces, which are determined based on a newly developed method. Within the memory surface, the plastic strain increment is small and follows the direction of stress increment. When the stress state is on the memory surface, sand has much lower stiffness, and the plastic strain increment is controlled by both the current stress state and stress increment. A non‐orthogonal flow rule for predicting the maximum plastic strain increment direction is evaluated. The underlying mechanism for non‐orthogonal flow of sand is analysed by comparing with the plastic response of metal. A bounding surface framework for modelling the full stress‐strain relationship is presented.

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Publication Details

Journal
International Journal for Numerical and Analytical Methods in Geomechanics
Published
2026-01-06
DOI
https://doi.org/10.1002/nag.70228
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.00

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article

Micromechanical Analysis and Theoretical Modelling of Non‐Orthogonal Plastic Flow for Sand

He Jin, Xin Hua Zhou, DeChun LU, Zhiwei Gao et al.
International Journal for Numerical and Analytical Methods in Geomechanics
Geotechnical Engineering and Soil Mechanics
article

Micromechanical Analysis and Theoretical Modelling of Non‐Orthogonal Plastic Flow for Sand

He Jin, Xin Hua Zhou, DeChun LU, Zhiwei Gao, Xiuli Du
article en

Abstract

ABSTRACT A systematic study on the non‐orthogonal plastic flow of sand is conducted using discrete element modelling, where particles representing the shapes of Toyoura sand are used, enabling the quantitative prediction of material behaviour in triaxial compression. The direction of plastic strain increment obtained by stress probing is analysed with respect to the normal to memory surfaces, which are determined based on a newly developed method. Within the memory surface, the plastic strain increment is small and follows the direction of stress increment. When the stress state is on the memory surface, sand has much lower stiffness, and the plastic strain increment is controlled by both the current stress state and stress increment. A non‐orthogonal flow rule for predicting the maximum plastic strain increment direction is evaluated. The underlying mechanism for non‐orthogonal flow of sand is analysed by comparing with the plastic response of metal. A bounding surface framework for modelling the full stress‐strain relationship is presented.

International Journal for Numerical and Analytical Methods in GeomechanicsVol. 50(5)
City University of Hong Kong (HK), Hong Kong University of Science and Technology (HK), Beijing University of Technology (CN), University of Glasgow (GB), University of Hong Kong (HK)
National Natural Science Foundation of China
Openalex Percentile: Top 96%
Geotechnical Engineering and Soil Mechanics
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Micromechanical Analysis and Theoretical Modelling of Non‐Orthogonal Plastic Flow for Sand — He Jin, Xin Hua Zhou, et al. · International Journal for Numerical and Analytical Methods in Geomechanics (2026) | TGRS Research Map | TGRS