Abstract
Measurements made of the changing stress state during a constant volume simple shear test on kaolin permit the implied pore pressure change to be divided into a component due to change in total mean stress and a component due to dilatancy of the soil.
| Original language | English |
|---|---|
| Pages (from-to) | 91-96 |
| Number of pages | 6 |
| Journal | Soils and Foundations |
| Volume | 26 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 1986 |