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Modified unified critical state model for soils considering over-consolidation and cyclic loading behaviours
This paper presents a modified unified critical state model to predict the mechanical responses of both clays and sands under over-consolidation and cyclic loading conditions on the basis of clay and sand model (CASM), which is named as CASM-kII. Through the application of subloading surface concept...
| Autores principales: | , , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Nature Publishing Group UK
2023
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| Materias: | |
| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC9944923/ https://www.ncbi.nlm.nih.gov/pubmed/36810859 http://dx.doi.org/10.1038/s41598-022-26624-x |