Plane strain instability of saturated elasto-plastic soils

Research output: Contribution to journalArticle

8 Citations (Scopus)

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 constitutive 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-phase instability may disrupt numerical liquefaction analyses using elasto-plastic soil models, and thus prompts the need for further analytical and experimental investigations.

Original languageEnglish (US)
Pages (from-to)389-398
Number of pages10
JournalGeotechnique
Volume51
Issue number5
DOIs
StatePublished - Jun 2001
Externally publishedYes

Fingerprint

plane strain
plastic
Plastics
Soils
soil
shear band
Shear bands
Liquefaction
softening
liquefaction
flow pattern
Flow patterns
vortex
porewater
Vortex flow
Fluids
fluid
Water

Keywords

  • Constitutive relations
  • Liquefaction
  • Numerical modelling
  • Pore pressures
  • Theoretical analysis

ASJC Scopus subject areas

  • Earth and Planetary Sciences (miscellaneous)
  • Geotechnical Engineering and Engineering Geology

Cite this

Plane strain instability of saturated elasto-plastic soils. / Iai, S.; Bardet, Jean-Pierre.

In: Geotechnique, Vol. 51, No. 5, 06.2001, p. 389-398.

Research output: Contribution to journalArticle

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