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.
Authors
- Liuxin Chen (ORCID: https://orcid.org/0000-0003-0400-8264)
- Chunshun Zhang (ORCID: https://orcid.org/0000-0001-9407-7313)
- Shun Wang (ORCID: https://orcid.org/0000-0003-4795-2087)
- Jiarui Chen (ORCID: https://orcid.org/0000-0003-3024-7410)
- Y. Tang (ORCID: https://orcid.org/0009-0008-4094-1151)
Institutions
- Wuhan University (CN)
- Monash University (AU)
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