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 |
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Pages (from-to) | 91-96 |
Number of pages | 6 |
Journal | Soils and Foundations |
Volume | 26 |
Issue number | 2 |
DOIs | |
Publication status | Published - 1986 |