A gradation-density-dependent hypoplastic model for calcareous sand with particle crushing

The impact of particle crushing and relative density on calcareous sand is substantial; however, relevant studies, particularly in constitutive modelling, remain limited. To address this gap, a gradation-density-dependent hypoplastic model has been developed to predict the behaviour of calcareous sand under crushing conditions. First, particle crushing is quantified and represented through a proposed gradation evolution law. The reduction in void ratio on normal consolidation lines (NCLs) and critical state lines (CSLs) is then decomposed into two components: particle rearranging and crushing. By integrating the developed grain size distribution evolution and the void ratio reduction, the model effectively captures the gradation-density-dependent features of NCLs and CSLs. These features are subsequently incorporated into a hypoplastic framework, resulting in a gradation-density-dependent hypoplastic model for calcareous sands. The proposed model demonstrates a strong agreement with a series of experimental results for calcareous sands with varying relative densities.

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Publication Details

Journal
Géotechnique
Published
2024-12-24
DOI
https://doi.org/10.1680/jgeot.24.01284
Citations
3
Primary Topic
Geotechnical Engineering and Soil Mechanics
Type
article
Field-Weighted Citation Impact
0.78
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article

A gradation-density-dependent hypoplastic model for calcareous sand with particle crushing

Liuxin Chen, Chunshun Zhang, Shun Wang, Jiarui Chen et al.
3 citations
Géotechnique
Geotechnical Engineering and Soil Mechanics
0.78
article

A gradation-density-dependent hypoplastic model for calcareous sand with particle crushing

Liuxin Chen, Chunshun Zhang, Shun Wang, Jiarui Chen, Y. Tang
article en
3 citations

Abstract

The impact of particle crushing and relative density on calcareous sand is substantial; however, relevant studies, particularly in constitutive modelling, remain limited. To address this gap, a gradation-density-dependent hypoplastic model has been developed to predict the behaviour of calcareous sand under crushing conditions. First, particle crushing is quantified and represented through a proposed gradation evolution law. The reduction in void ratio on normal consolidation lines (NCLs) and critical state lines (CSLs) is then decomposed into two components: particle rearranging and crushing. By integrating the developed grain size distribution evolution and the void ratio reduction, the model effectively captures the gradation-density-dependent features of NCLs and CSLs. These features are subsequently incorporated into a hypoplastic framework, resulting in a gradation-density-dependent hypoplastic model for calcareous sands. The proposed model demonstrates a strong agreement with a series of experimental results for calcareous sands with varying relative densities.

GéotechniqueVol. 75(10)
Wuhan University (CN), Monash University (AU)
Life in Land
Openalex Percentile: Top 29%
Geotechnical Engineering and Soil Mechanics
0.78
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A gradation-density-dependent hypoplastic model for calcareous sand with particle crushing — Liuxin Chen, Chunshun Zhang, et al. · Géotechnique (2024) | TGRS Research Map | TGRS