Choosing and estimating shear resistance parameters of gravel soils
This issue is dealing with new yield criterion for gravel soils development. The most popular criteria for non-cohesive soils are analysed and the parameters they are based on. Proposed yield criterion is based on invariant parameters and concerns friction, cohesion and engagement between particles....
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2016-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | http://dx.doi.org/10.1051/matecconf/20168603013 |