Abstract
A rigorous method is proposed for the study of the stability of slopes composed of anisotropic cohesive soils using an analytical theory of failure. A kinematic method is used to analyse the stability using a clastic model.-M.A.Paul
| Original language | French |
|---|---|
| Pages (from-to) | 515-518 |
| Journal | Soil mechanics and foundation engineering. Proc. 10th international conference, Stockholm, June 1981. Vol. 3, (A.A. Balkema) |
| Publication status | Published - 1981 |
| Externally published | Yes |
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