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• W2085777360 abstract "The two-phase instability of saturated elasto-plastic soils is investigated under plane strain conditions. This type of material instability is characterised by a non-homogeneous field of solid deformation with vortex-like patterns, which grows rapidly and is accompanied by a non-uniform flow of interstitial water exhibiting source–sink flow patterns. Three simple criteria are established to define the conditions for the onset of two-phase instability within elasto-plastic soils saturated with an incompressible fluid and subjected to plane-strain undrained loadings. The simplest criterion states that the onset of instability almost coincides with the peak deviator stress during undrained loading. This analysis shows that two-phase instability in elasto-plastic soils is different from strain localisation, strain softening and con-stitutive singularities. Two-phase instability is likely to emerge before shear bands in contractant elasto-plastic soils of the Mohr–Coulomb type. The study suggests that two-pha..." @default.
• W2085777360 created "2016-06-24" @default.
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• W2085777360 date "2001-06-01" @default.
• W2085777360 modified "2023-09-27" @default.
• W2085777360 title "Plane strain instability of saturated elasto–plastic soils" @default.
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• W2085777360 doi "https://doi.org/10.1680/geot.2001.51.5.389" @default.
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