Abstract
A general analytical model is proposed which describes the anisotropic, elasto-plastic, path-dependent stress-strain properties of inviscid saturated clays under undrained loading conditions. The basic principles of the model are presented along with a general interpretation of its main features and capabilities. The model predictions are compared with laboratory results from undrained triaxial and simple shear tests on clays. A method is proposed to evaluate the coefficient of effective lateral stress in simple shear samples at failure.
| Original language | English (US) |
|---|---|
| Pages | 255-261 |
| Number of pages | 7 |
| State | Published - 1978 |
| Event | Proc of the Int Conf on Soil Mech and Found Eng, 9th - Tokyo, Jpn Duration: Jul 11 1977 → Jul 15 1977 |
Other
| Other | Proc of the Int Conf on Soil Mech and Found Eng, 9th |
|---|---|
| City | Tokyo, Jpn |
| Period | 7/11/77 → 7/15/77 |
All Science Journal Classification (ASJC) codes
- General Engineering