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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...
Based on a laboratory study of drained direct shear tests of remoulded, pre-cut and polished specimens and drained ring shear tests of uncut and remoulded specimens of slip surface materials of five landslide soils, significant correlations of the mobilized shear strength parameters, cohesion (c, cr) and internal friction angle (Φ, Φr), are proposed. The investigated soils consisted of the slip surface...
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