Abstract
THe proposed general analytical model describes the anisotropic, elastoplastic, path-dependent, stress-strain properties of inviscid saturated clays under undrained conditions. Determination of the model parameters is achieved by using results from strain-controlled simple shear tests on a saturated clay. Thereafter, the model's accuracy is evaluated by applying it to predict the results of other tests on the same clay, including monotonic and cyclic loading. The model explains the very anisotropic shear strength behavior observed for weak marine clays.
| Original language | English (US) |
|---|---|
| State | Published - Jan 1 2017 |
| Event | Soc of Eng Sci, Annu Meet, 13th - Hampton, VA, USA Duration: Nov 1 1976 → Nov 3 1976 |
Other
| Other | Soc of Eng Sci, Annu Meet, 13th |
|---|---|
| City | Hampton, VA, USA |
| Period | 11/1/76 → 11/3/76 |
All Science Journal Classification (ASJC) codes
- General Engineering