Stress–dilatancy of gravel for triaxial compression tests
Journal Title: Annals of Warsaw University of Life Sciences – SGGW. Land Reclamation - Year 2018, Vol 50, Issue 2
Abstract
The stress–plastic dilatancy relationships for gravel are analyzed based on drained triaxial tests experiments described in literature. For this, Frictional State Theory is used. The characteristic points and stages of shearing may be defined from the analysis of η–Dp relationship. The characteristic points and stages of shearing cannot be identified from ordinary stress–strain, volumetric strain–shear strain relationships that are shown in literature.
Authors and Affiliations
ZENON SZYPCIO
Keywords
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- EP ID EP593865
- DOI 10.2478/sggw-2018-0010
- Views 82
- Downloads 0
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