Stress–dilatancy of gravel for triaxial compression tests
The stress–plastic dilatancy relationships for gravel are analyzed based on drained triaxial tests experiments described in literature. For this, Frictional State Theory is used. The characteristic points and stages of shearing may be defined from the analysis of η–Dp relationship. The characteristi...
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| Format: | Article |
| Language: | English |
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Sciendo
2018-06-01
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| Series: | Annals of Warsaw University of Life Sciences, Land Reclamation |
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| Online Access: | http://www.degruyter.com/view/j/sggw.2018.50.issue-2/sggw-2018-0010/sggw-2018-0010.xml?format=INT |