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In the present study, triaxial compression and ring-shear tests were performed on mudstone and loess soil samples to investigate the effect of effective normal stress on fully softened strength parameters. The study revealed that at lower effective normal stresses, a lower fully softened strength angle, ϕfs, was found in the loess sample in ring shear testing in comparison to triaxial testing. In...
In the present study, we investigate the influence of shearing rate on the residual strength parameters, ϕr, in landslide soils using ring-shear tests at two shearing rates (0.01 and 0.5 mm/min) under selected effective normal stresses. The landslide soil samples used for this study cover a wide range of soil types and properties. Relationships between the ϕr and soil properties, such as liquid...
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