Modelling of undrained shearing of soft natural clays
stress-strain response of soft natural clays is characterised by anisotropy, destructuration and rate-dependency. An accurate constitutive description of these materials should take into consideration all of the characteristics above. In this paper, two constitutive models for soft soils, namely the...
| Główni autorzy: | , , |
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| Format: | Artykuł |
| Język: | English |
| Wydane: |
EDP Sciences
2019-01-01
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| Seria: | E3S Web of Conferences |
| Dostęp online: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/18/e3sconf_isg2019_15001.pdf |