Abstract
Natural soils often exhibit a significant mechanical anisotropy. Taking it into account in structure stability analyses requires defining the procedure and the interpretation of experimental tests properly, describing the strength-characteristics of the soil through a mechanically correct criterion, and devising adequate stability analysis methods. Soil mechanical reinforcement has been developed and is now commonly used: the composite material so obtained at the structure level can be modelized as a homogeneous continuum with an anisotropic yield-strength, allowing anisotropic stability analysis methods to be used.
| Original language | English |
|---|---|
| Title of host publication | Theoretical and Applied Mechanics, Proceedings of the XVIth International Congress. |
| Publisher | North-Holland |
| Pages | 369-386 |
| ISBN (Print) | 44487797 |
| Publication status | Published - 1985 |
| Externally published | Yes |
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