Evolution of the force chain structure of partially saturated granular material under triaxial compression conditions

Saturation conditions play a significant role in the mechanical behavior of granular material and the evolution of an interparticle contact system during the loading process. Using data derived from discrete element simulations of granular assemblies subject to triaxial compression loading with diff...

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Published inComputers and geotechnics Vol. 157; p. 105335
Main Authors Jiang, Xiao-Qiong, Liu, En-Long
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.05.2023
Subjects
Contact network
Discrete element method (DEM) simulation
Force chain
Strength
Unsaturated soil
Discrete element method (DEM) simulation
Contact network
Unsaturated soil
Strength
Force chain
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ISSN0266-352X
1873-7633
DOI10.1016/j.compgeo.2023.105335

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Abstract Saturation conditions play a significant role in the mechanical behavior of granular material and the evolution of an interparticle contact system during the loading process. Using data derived from discrete element simulations of granular assemblies subject to triaxial compression loading with different suctions, we examine the properties of an interparticle contact network and force chain structure to provide a comprehensive picture of the evolution of a particle-scale contact system. The study focuses on the evolution of the topological statistic features (including degree and triangles) and the force chain structure characteristics influenced by suction conditions. To comprehensively evaluate the characteristics of the force chain system, combined statistical parameters are proposed for describing the linearization and intensity of the force chain structure, which account for multiple features of force chains. Accordingly, a novel expression combined with multiscale properties is proposed for strength prediction that convincingly explains data results in the studied suction range. This study illustrates the consistency of the evolving force chain structure features with mechanical behavior that provides new insights for understanding the particle-scale force chain structure evolution from which these properties dominate the macroscopic response.
AbstractList Saturation conditions play a significant role in the mechanical behavior of granular material and the evolution of an interparticle contact system during the loading process. Using data derived from discrete element simulations of granular assemblies subject to triaxial compression loading with different suctions, we examine the properties of an interparticle contact network and force chain structure to provide a comprehensive picture of the evolution of a particle-scale contact system. The study focuses on the evolution of the topological statistic features (including degree and triangles) and the force chain structure characteristics influenced by suction conditions. To comprehensively evaluate the characteristics of the force chain system, combined statistical parameters are proposed for describing the linearization and intensity of the force chain structure, which account for multiple features of force chains. Accordingly, a novel expression combined with multiscale properties is proposed for strength prediction that convincingly explains data results in the studied suction range. This study illustrates the consistency of the evolving force chain structure features with mechanical behavior that provides new insights for understanding the particle-scale force chain structure evolution from which these properties dominate the macroscopic response.
ArticleNumber 105335
Author Liu, En-Long
Jiang, Xiao-Qiong
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Keywords Discrete element method (DEM) simulation
Contact network
Unsaturated soil
Strength
Force chain
Language English
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Snippet Saturation conditions play a significant role in the mechanical behavior of granular material and the evolution of an interparticle contact system during the...
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StartPage 105335
SubjectTerms Contact network
Discrete element method (DEM) simulation
Force chain
Strength
Unsaturated soil
Title Evolution of the force chain structure of partially saturated granular material under triaxial compression conditions
URI https://dx.doi.org/10.1016/j.compgeo.2023.105335
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