An Anisotropic Critical State Hypoplastic Model Considering the Relation Between Fabric Anisotropy Variable and Density Function

The fabric anisotropy variable and density function have great effect on the mechanical property of anisotropic sand. Based on the anisotropic critical state theory (ACST), a modified anisotropic hypoplastic model is developed by incorporating the relation between fabric anisotropy variable and density function into the nonlinear part of the constitutive model. The applicability of the improved anisotropic hypoplastic model is validated by comparing with the existing model and experimental data. As a result, it is found that the modified model can well predict the critical state response of anisotropic sand.

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Publication Details

Journal
Mechanics of Solids
Published
2025-10-01
DOI
https://doi.org/10.1134/s0025654425603246
Citations
1
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.95
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article

An Anisotropic Critical State Hypoplastic Model Considering the Relation Between Fabric Anisotropy Variable and Density Function

Song-Chol Ri, Yong-Gwang Jong
1 citations
Mechanics of Solids
Geotechnical Engineering and Soil Mechanics
0.95
article

An Anisotropic Critical State Hypoplastic Model Considering the Relation Between Fabric Anisotropy Variable and Density Function

Song-Chol Ri, Yong-Gwang Jong
article en
1 citations

Abstract

The fabric anisotropy variable and density function have great effect on the mechanical property of anisotropic sand. Based on the anisotropic critical state theory (ACST), a modified anisotropic hypoplastic model is developed by incorporating the relation between fabric anisotropy variable and density function into the nonlinear part of the constitutive model. The applicability of the improved anisotropic hypoplastic model is validated by comparing with the existing model and experimental data. As a result, it is found that the modified model can well predict the critical state response of anisotropic sand.

Mechanics of SolidsVol. 60(5)
Kim Chaek University of Technology (KP)
Openalex Percentile: Top 20%
Geotechnical Engineering and Soil Mechanics
0.95
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