Hydro-mechanical behaviour of sandy silt under generalised stress conditions
This paper presents results on the deformation response of an artificially prepared sand-silt mixture in a hollow cylinder apparatus. The wetting stage was performed under constant mean net stress (p″=200 kPa) and deviatoric stress (q=200 kPa) but at different intermediate principal stresses (contro...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2016-01-01
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| Series: | E3S Web of Conferences |
| Online Access: | http://dx.doi.org/10.1051/e3sconf/20160914014 |