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PDF Availablehttps://doi.org/10.3208/sandf1972.26.2_91
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Cite Journal: Soils and Foundations |  Publication Date: Jun 1, 1986 |
 Citations: 8 |  License type: free |
Affiliation: University of Cambridge
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.
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