Stress-Dilatancy for Soils. Part III: Experimental Validation for the Biaxial Condition
The validation of the general stress-dilatancy relationship is shown based on biaxial compression test data presented in the literature under drained and undrained conditions. Rowe’s and Bolton’s relationships can be treated as simplified forms of the general stress-dilatancy relationship. The stres...
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| Format: | Article |
| Language: | English |
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Sciendo
2017-03-01
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| Series: | Studia Geotechnica et Mechanica |
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| Online Access: | https://doi.org/10.1515/sgem-2017-0007 |